Land equivalent ratio (LER) in maize-legume intercropping systems.
\\n\\n
These books synthesize perspectives of renowned scientists from the world’s most prestigious institutions - from Fukushima Renewable Energy Institute in Japan to Stanford University in the United States, including Columbia University (US), University of Sidney (AU), University of Miami (USA), Cardiff University (UK), and many others.
\\n\\nThis collaboration embodied the true essence of Open Access by simplifying the approach to OA publishing for Academic editors and authors who contributed their research and allowed the new research to be made available free and open to anyone anywhere in the world.
\\n\\nTo celebrate the 50 books published, we have gathered them at one location - just one click away, so that you can easily browse the subjects of your interest, download the content directly, share it or read online.
\\n\\n\\n\\n\\n"}]',published:!0,mainMedia:null},components:[{type:"htmlEditorComponent",content:'
IntechOpen and Knowledge Unlatched formed a partnership to support researchers working in engineering sciences by enabling an easier approach to publishing Open Access content. Using the Knowledge Unlatched crowdfunding model to raise the publishing costs through libraries around the world, Open Access Publishing Fee (OAPF) was not required from the authors.
\n\nInitially, the partnership supported engineering research, but it soon grew to include physical and life sciences, attracting more researchers to the advantages of Open Access publishing.
\n\n\n\nThese books synthesize perspectives of renowned scientists from the world’s most prestigious institutions - from Fukushima Renewable Energy Institute in Japan to Stanford University in the United States, including Columbia University (US), University of Sidney (AU), University of Miami (USA), Cardiff University (UK), and many others.
\n\nThis collaboration embodied the true essence of Open Access by simplifying the approach to OA publishing for Academic editors and authors who contributed their research and allowed the new research to be made available free and open to anyone anywhere in the world.
\n\nTo celebrate the 50 books published, we have gathered them at one location - just one click away, so that you can easily browse the subjects of your interest, download the content directly, share it or read online.
\n\n\n\n\n'}],latestNews:[{slug:"intechopen-supports-asapbio-s-new-initiative-publish-your-reviews-20220729",title:"IntechOpen Supports ASAPbio’s New Initiative Publish Your Reviews"},{slug:"webinar-introduction-to-open-science-wednesday-18-may-1-pm-cest-20220518",title:"Webinar: Introduction to Open Science | Wednesday 18 May, 1 PM CEST"},{slug:"step-in-the-right-direction-intechopen-launches-a-portfolio-of-open-science-journals-20220414",title:"Step in the Right Direction: IntechOpen Launches a Portfolio of Open Science Journals"},{slug:"let-s-meet-at-london-book-fair-5-7-april-2022-olympia-london-20220321",title:"Let’s meet at London Book Fair, 5-7 April 2022, Olympia London"},{slug:"50-books-published-as-part-of-intechopen-and-knowledge-unlatched-ku-collaboration-20220316",title:"50 Books published as part of IntechOpen and Knowledge Unlatched (KU) Collaboration"},{slug:"intechopen-joins-the-united-nations-sustainable-development-goals-publishers-compact-20221702",title:"IntechOpen joins the United Nations Sustainable Development Goals Publishers Compact"},{slug:"intechopen-signs-exclusive-representation-agreement-with-lsr-libros-servicios-y-representaciones-s-a-de-c-v-20211123",title:"IntechOpen Signs Exclusive Representation Agreement with LSR Libros Servicios y Representaciones S.A. de C.V"},{slug:"intechopen-expands-partnership-with-research4life-20211110",title:"IntechOpen Expands Partnership with Research4Life"}]},book:{item:{type:"book",id:"10409",leadTitle:null,fullTitle:"Soil Erosion - Current Challenges and Future Perspectives in a Changing World",title:"Soil Erosion",subtitle:"Current Challenges and Future Perspectives in a Changing World",reviewType:"peer-reviewed",abstract:"Soil erosion is a major environmental issue with a worldwide impact and direct and indirect effects on soil productivity and consequently on human survival. Although a natural process, soil erosion has increased significantly due to human intervention, especially in the last centuries, through diverse activities such as intensive agriculture, overgrazing, urban sprawl, deforestation, and industrial and mining activities. Presently, soil erosion and degradation promoted by human action have reached extreme levels, necessitating urgent measures to promote soil conservation and rehabilitation. This book presents perspectives on soil erosion occurring in different parts of the world as well as some successful initiatives and strategies for soil conservation and rehabilitation.",isbn:"978-1-83962-300-4",printIsbn:"978-1-83962-299-1",pdfIsbn:"978-1-83962-304-2",doi:"10.5772/intechopen.91595",price:119,priceEur:129,priceUsd:155,slug:"soil-erosion-current-challenges-and-future-perspectives-in-a-changing-world",numberOfPages:152,isOpenForSubmission:!1,isInWos:null,isInBkci:!1,hash:"100d8afa798aacadca65a149a4f902b5",bookSignature:"António Vieira and Silvio Carlos Rodrigues",publishedDate:"May 12th 2021",coverURL:"https://cdn.intechopen.com/books/images_new/10409.jpg",numberOfDownloads:2742,numberOfWosCitations:0,numberOfCrossrefCitations:2,numberOfCrossrefCitationsByBook:0,numberOfDimensionsCitations:3,numberOfDimensionsCitationsByBook:0,hasAltmetrics:0,numberOfTotalCitations:5,isAvailableForWebshopOrdering:!0,dateEndFirstStepPublish:"June 8th 2020",dateEndSecondStepPublish:"June 29th 2020",dateEndThirdStepPublish:"August 28th 2020",dateEndFourthStepPublish:"November 16th 2020",dateEndFifthStepPublish:"January 15th 2021",currentStepOfPublishingProcess:5,indexedIn:"1,2,3,4,5,6,7",editedByType:"Edited by",kuFlag:!1,featuredMarkup:null,editors:[{id:"103627",title:"Prof.",name:"António",middleName:null,surname:"Vieira",slug:"antonio-vieira",fullName:"António Vieira",profilePictureURL:"https://mts.intechopen.com/storage/users/103627/images/system/103627.png",biography:"Antonio Vieira is a geographer with a Ph.D. in Geography from the University of Coimbra, Portugal (2009). He is an assistant professor in the Department of Geography, University of Minho (UM), Portugal, and an integrated member of the Communication and Society Research Centre (CECS), UM. He is a member of several scientific organizations, including the Portuguese Association of Geomorphologists (Chair from 2017 to 2019) and the Portuguese Association of Risk, Prevention and Security (vice-president since 2015). He is also a member of FuegoRED and coordinator of the FESP International Network. Dr. Vieira’s main research includes granitic geomorphology, geomorphological heritage and changes in land use, GIS and remote sensing, and their application to land use, geomorphological heritage, and soil erosion following forest fires and mitigation measures.",institutionString:"University of Minho",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"1",totalChapterViews:"0",totalEditedBooks:"1",institution:{name:"University of Minho",institutionURL:null,country:{name:"Portugal"}}}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,coeditorOne:{id:"320125",title:"Dr.",name:"Silvio Carlos",middleName:null,surname:"Rodrigues",slug:"silvio-carlos-rodrigues",fullName:"Silvio Carlos Rodrigues",profilePictureURL:"https://mts.intechopen.com/storage/users/320125/images/system/320125.png",biography:"Silvio Carlos Rodrigues obtained a Ph.D. in Physical Geography from the University of São Paulo, Brazil, in 1998 and is a full professor at the Institute of Geography, Universidade Federal de Uberlândia (UFU), Brazil. He served as chair of the UGB in 2005–2006, secretary of the COMLAND of the IGA in 2010–2012, a full member of the CNPQ Advisory Committee on Physical Geography (CA-SA) in 2008–2010, and a full member of the Chamber of Natural Resources (CRA) with FAPEMIG in 2014–2016. Dr. Rodrigues is editor-in-chief of Sociedade & Natureza and a member of UNESCO\\'s EOLSS International Editorial Council. He is also a reviewer for the Brazilian Journal of Geomorphology, Caminhos de Geografia, and Environmental Earth Sciences. He has experience in geosciences, with emphasis on geomorphology, acting mainly on the following themes: geomorphology, geomorphological cartography, soil erosion, integrated environmental analysis, and geomorphological mapping.",institutionString:"Federal University of Uberlândia,",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"0",totalChapterViews:"0",totalEditedBooks:"0",institution:{name:"Federal University of Uberlândia",institutionURL:null,country:{name:"Brazil"}}},coeditorTwo:null,coeditorThree:null,coeditorFour:null,coeditorFive:null,topics:[{id:"676",title:"Soil Degradation",slug:"soil-degradation"}],chapters:[{id:"74451",title:"RGB Spectral Indices for the Analysis of Soil Protection by Vegetation Cover against Erosive Processes",doi:"10.5772/intechopen.95055",slug:"rgb-spectral-indices-for-the-analysis-of-soil-protection-by-vegetation-cover-against-erosive-process",totalDownloads:399,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"The vegetation cover plays a fundamental role in protecting the soil from erosive processes. Many researchers have developed investigations for the calculation of the RUSLE C Factor, with the use of operating bands in the near infrared. With the current advances in Geospatial Technologies, there are a good number of RGB airborne sensors in Unmanned Aerial Vehicles (UVA). The objective of this chapter is to evaluate some RGB indexes, proposed in the literature, for the protection of the soil from erosive processes by vegetation cover, in a region with a high agricultural vocation. The methodology consisted of capturing RGB images in an area of the Ecuadorian coastal region and calculating in thematic indices, within the visible one, which offer the possibility of quickly differentiating vegetation from other types of coverage on the ground. The evaluation allowed to define which indexes present the best results and adaptation to the type of crop or plant mass mapped, and to propose their use for zoning of risk of erosion under the agro-ecological conditions of the study area.",signatures:"Henry Antonio Pacheco Gil and Argenis de Jesús Montilla Pacheco",downloadPdfUrl:"/chapter/pdf-download/74451",previewPdfUrl:"/chapter/pdf-preview/74451",authors:[{id:"326877",title:"Ph.D.",name:"Henry Antonio",surname:"Pacheco Gil",slug:"henry-antonio-pacheco-gil",fullName:"Henry Antonio Pacheco Gil"},{id:"343735",title:"Dr.",name:"Argenis",surname:"de Jesús Montilla Pacheco",slug:"argenis-de-jesus-montilla-pacheco",fullName:"Argenis de Jesús Montilla Pacheco"}],corrections:null},{id:"75239",title:"Spatial Estimation of Soil Erosion Risk Using RUSLE/GIS Techniques and Practices Conservation Suggested for Reducing Soil Erosion in Wadi Mina Catchment (Northwest, Algeria)",doi:"10.5772/intechopen.96190",slug:"spatial-estimation-of-soil-erosion-risk-using-rusle-gis-techniques-and-practices-conservation-sugges",totalDownloads:363,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"To meet the pressing water needs in Algeria, the state has put in place a strategy consisting of the creation of hydraulic infrastructure for the mobilization of surface water resources. In fact, 74 dams are currently in operation; these structures are silting up at a rapid pace, generating an estimated annual loss of 45 million m3. Sidi Mhamed Benaouda dam located in the Oranian hill, with a water capacity of respectively 241 million m3 plays a crucial economic role in this region. The protection of this dam against erosive processes is a pressing economic goal. To do this, the RUSLE/GIS approach was used to map the erosive hazard. The results obtained in the Mina catchment, following a subdivision of 1315 homogeneous land parcels, show a total annual loss of 60 million tons/year with an average loss of 11.2 t/ha/year. About 50% of the catchment area was predicted to have very low to low erosion risk, with soil loss between 0 and 7.4 t/ha/year. Erosion risk is moderate over 13.9% of the catchment, where calculated soil loss is between 7.4 and 12 t/ha/year. Erosion risk is high to dangerous over 36.1% of the catchment, where calculated soil loss is more than 12 t/ha/year. According to this study, it appeared clearly that we must intervene quickly by using reliable and effective conservation techniques.",signatures:"Ahmed Benchettouh, Sihem Jebari and Lakhdar Kouri",downloadPdfUrl:"/chapter/pdf-download/75239",previewPdfUrl:"/chapter/pdf-preview/75239",authors:[{id:"308992",title:"Prof.",name:"Sihem",surname:"Jebari",slug:"sihem-jebari",fullName:"Sihem Jebari"},{id:"314333",title:"Dr.",name:"Ahmed",surname:"Benchettouh",slug:"ahmed-benchettouh",fullName:"Ahmed Benchettouh"},{id:"325116",title:"Prof.",name:"Lakhdar",surname:"Kouri",slug:"lakhdar-kouri",fullName:"Lakhdar Kouri"}],corrections:null},{id:"74771",title:"Remote Sensing and GIS-Based Soil Loss Estimation Using RUSLE in Bahir Dar Zuria District, Ethiopia",doi:"10.5772/intechopen.95393",slug:"remote-sensing-and-gis-based-soil-loss-estimation-using-rusle-in-bahir-dar-zuria-district-ethiopia",totalDownloads:533,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"The severity of soil loss in the Ethiopian highlands has been increased from time to time. Hence, the assessment of soil erosion using models is very important for planning successful and sustainable soil management. This study was conducted in Bahir Dar Zuria district, Ethiopia with aiming to quantify the amount of soil loss using the GIS-based RUSLE (Revised Universal Soil Loss Equation) model. Based on the study, the most pronounced RUSLE factor that increases soil erosion was the slope length (L) and slope steepness (S). Compared with other land uses, bare land and cropland in the higher slopes were more vulnerable to erosion. As expected slope and soil losses have a direct relationship. About 80% of the study area experienced annual soil loss of less than 1.2 ton/ha/yr. Conversely, soil loss was very high for slopes greater than 30%. This indicated that slope has a great impact on regulating soil loss. The annual soil loss for cropland, vegetation, grassland, and degraded land was 19.05, 8.78, 8.82, and 71.16 ton/ha/yr., respectively. This is to means that land use land cover have a strong relationship with the amount of soil loss. The same land cover with different slopes have different soil loss amount. It was found that lack of vegetative cover during the critical period of rainfall, expansion of croplands, and absence of support practices increase soil erosion. Thus, the application of stone lines, contour tillage, terraces, and grass strip barriers are suggested to break the slope length into shorter distances, reducing overland flow velocity and soil erosion. Moreover, improving the awareness of society to reduce the illegal cutting of trees and apply conservation practices to reduce soil erosion in their farmland is very essential.",signatures:"Nurhussen Ahmed Mohammed and Desale Kidane Asmamaw",downloadPdfUrl:"/chapter/pdf-download/74771",previewPdfUrl:"/chapter/pdf-preview/74771",authors:[{id:"286238",title:"Dr.",name:"Desale Kidane",surname:"Asmamaw",slug:"desale-kidane-asmamaw",fullName:"Desale Kidane Asmamaw"},{id:"323673",title:"MSc.",name:"Nurhussen Ahmed",surname:"Mohammed",slug:"nurhussen-ahmed-mohammed",fullName:"Nurhussen Ahmed Mohammed"}],corrections:null},{id:"74627",title:"Determination of the Most Priority Conservation Areas Based on Population Pressure and Erosion Hazard Levels in Lesti Sub-Watershed, Malang Regency, Indonesia",doi:"10.5772/intechopen.95386",slug:"determination-of-the-most-priority-conservation-areas-based-on-population-pressure-and-erosion-hazar",totalDownloads:324,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"In a watershed, the Erosion Hazard Level (EHL) is usually associated with erosion rate and existing soil solum. In Lesti Sub-Watershed, erosion rate increases every year due to erosivity factor, erodibility, the length and slope, as well as crop factor and land conservation action. Analysis of erosion associated with population pressure has not been much discussed in the Lesti Sub-Watershed. This topic needs to be explored given that the erosion rate that affects sedimentation in the Sengguruh Reservoir, as an outlet of the Lesti Sub-Watershed, cannot be separated from the population activity therein. The population activity and the choice of use of land suppress the land so that it affects the carrying capacity of the watershed. Measuring land strength is usually based on the value of existing population pressure and its effect on vulnerability or erosion hazard level. This study seeks to assess the relationship between erosion hazard level and population pressure, as well as to determine the priority conservation areas in the Lesti Sub-watershed. The research approach uses a mixed method. The results shows that from 12 sub-districts in Lesti Sub-watershed there is 1 sub-district which has high population pressure as well as severe EHL. This sub-district is the most priority area for environmental conservation.",signatures:"Andi Setyo Pambudi",downloadPdfUrl:"/chapter/pdf-download/74627",previewPdfUrl:"/chapter/pdf-preview/74627",authors:[{id:"323619",title:"M.Sc.",name:"Andi Setyo",surname:"Pambudi",slug:"andi-setyo-pambudi",fullName:"Andi Setyo Pambudi"}],corrections:null},{id:"74327",title:"The Impacts of Soil Degradation Effects on Phytodiversity and Vegetation Structure on Atacora Mountain Chain in Benin (West Africa)",doi:"10.5772/intechopen.93899",slug:"the-impacts-of-soil-degradation-effects-on-phytodiversity-and-vegetation-structure-on-atacora-mounta",totalDownloads:362,totalCrossrefCites:0,totalDimensionsCites:0,hasAltmetrics:0,abstract:"Atacora mountain is a particular ecosystem of West Africa where soil degradation occurs. The present study assessed the impacts of physical soil degradation on vegetation in the Beninese portion of this mountain chain. Phytosociological surveys were carried out along line transects from plain to summit within 22 plots of 30 m x 30 m. Based on indicators of physical soil degradation each plot was classified into one soil degradation class (Light, Moderate, High or Extreme). Impacts on plant diversity were assessed by comparing the floristic composition of soil degradation classes with the index of similarity of Jaccard. Variations between soil degradation classes of species richness, species chorological types, species life forms and species dispersal were also tested using a discriminant analysis combined with ANOVA. The Multi-Response Permutation Procedures analysis was used to pairwise compare the soil degradation classes based on the cover data of the species lists. All soil degradation classes were dissimilar, depending on the floristic composition. Discriminant analysis and ANOVA performed on biodiversity indicators had shown that species richness, and the number of regional species, phanerophytes and sarcochory decreased along the increasing degradation gradient in contrast to the number of species with wide distribution, therophytes and sclerochory. With regard to vegetation structure, the results had shown that only moderately and highly degraded soils presented the similar vegetation type. Physical soil degradation induced modification of floristic composition, phytodiversity loss and modification of vegetation structure. These results showed that the soil degradation gradient corresponds to a vegetation disturbance gradient.",signatures:"Farris Okou, Achille Assogbadjo and Brice Augustin Sinsin",downloadPdfUrl:"/chapter/pdf-download/74327",previewPdfUrl:"/chapter/pdf-preview/74327",authors:[{id:"209358",title:"Prof.",name:"Brice Augustin",surname:"Sinsin",slug:"brice-augustin-sinsin",fullName:"Brice Augustin Sinsin"},{id:"325174",title:"Ph.D.",name:"Farris",surname:"Okou",slug:"farris-okou",fullName:"Farris Okou"},{id:"326994",title:"Prof.",name:"Achille",surname:"Assogbadjo",slug:"achille-assogbadjo",fullName:"Achille Assogbadjo"}],corrections:null},{id:"75436",title:"Erosion Control Success Stories and Challenges in the Context of Sustainable Landscape Management, Rwanda Experience",doi:"10.5772/intechopen.96267",slug:"erosion-control-success-stories-and-challenges-in-the-context-of-sustainable-landscape-management-rw",totalDownloads:335,totalCrossrefCites:0,totalDimensionsCites:1,hasAltmetrics:0,abstract:"The Government of Rwanda sets up a conducive policy environment to invest in several development initiatives. Agriculture sector as the main contributor in the economic development received supports to sustainably manage Rwandan hilly landscape, dominantly ranging from 5 to 55% slope gradient. Intensive erosion control interventions confronted with different approaches have been introduced in the country such as participatory landscape management, (participatory) integrated watershed management and site-located intervention without any specified approach. This chapter intends to describe and evaluate the impacts of these previous approaches used in Rwanda in order to retrieve the success stories and encountered challenges as lessons learnt in the future interventions for optimizing land productivity in a sustainable manner. Participatory landscape approach in Gishwati area was a success story in protecting degraded lands and generating ecosystem benefits. It leads to more sustainable natural resources management from participatory planning up to implementation which addressed the frequent landslides, erosion and flooding while sustainably exploit the land to the profit of local farmers in the livelihoods. About 6,600 ha of lands have been successfully protected with full-packaged bench terraces, rangeland blocks and forest regeneration. This participatory approach also helped to relocate people from high risk zones to other safe places and build capacities of farmers through farm-livestock cooperatives. On the other side, Nyanza and Karongi sites under LWH project also emphasized strong evidences how land husbandry technologies (terraces) efficiently reduced erosion risks and improved farmers’ livelihoods. Lands were made productive with implementation of bench terraces on 3212 and 2673 hectares respectively for the two selected sites. However, challenges were observed from technical and socio-economic contexts which might have caused farmers to abandon or under-exploit the terraced lands. Finally, the chapter suggests to scale up the participatory landscape management approach which supports the involvement of farmers’ communities in the process.",signatures:"Jules Rutebuka",downloadPdfUrl:"/chapter/pdf-download/75436",previewPdfUrl:"/chapter/pdf-preview/75436",authors:[{id:"324918",title:"Dr.",name:"Jules",surname:"Rutebuka",slug:"jules-rutebuka",fullName:"Jules Rutebuka"}],corrections:null},{id:"76192",title:"Biochar: A Sustainable Approach for Improving Soil Health and Environment",doi:"10.5772/intechopen.97136",slug:"biochar-a-sustainable-approach-for-improving-soil-health-and-environment",totalDownloads:427,totalCrossrefCites:2,totalDimensionsCites:2,hasAltmetrics:0,abstract:"Current agriculture faces multiple challenges due to boom in food demand and environmental concerns. Biochar is increasingly being recognized by scientists and policy makers for its potential role in carbon sequestration, reducing greenhouse gas emissions, renewable energy, waste mitigation and as a soil amendment. The purpose of this review is to provide a balanced perspective on the agronomic and environmental impacts of biochar amendment to soil. Application of biochar to soil can play a significant role in the alteration of nutrients dynamics, soil contaminants as well as microbial functions. Therefore, strategic biochar application to soil may provide agronomic, environmental and economic benefits. Recent findings also supported that in order to enhance crop yield, improve soil quality and soil health, biochar has proven significant role as fertilizer and soil conditioner respectively.",signatures:"Shreya Das, Samanyita Mohanty, Gayatri Sahu, Mausami Rana and Kiran Pilli",downloadPdfUrl:"/chapter/pdf-download/76192",previewPdfUrl:"/chapter/pdf-preview/76192",authors:[{id:"329835",title:"Assistant Prof.",name:"Gayatri",surname:"Sahu",slug:"gayatri-sahu",fullName:"Gayatri Sahu"},{id:"340032",title:"Ms.",name:"Shreya",surname:"Das",slug:"shreya-das",fullName:"Shreya Das"},{id:"355301",title:"Dr.",name:"Samanyita",surname:"Mohanty",slug:"samanyita-mohanty",fullName:"Samanyita Mohanty"},{id:"355302",title:"Ms.",name:"Mausami",surname:"Rana",slug:"mausami-rana",fullName:"Mausami Rana"},{id:"355303",title:"Mr.",name:"Kiran",surname:"Pilli",slug:"kiran-pilli",fullName:"Kiran Pilli"}],corrections:null}],productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"},subseries:null,tags:null},relatedBooks:[{type:"book",id:"3854",title:"Environmental Risk Assessment of Soil Contamination",subtitle:null,isOpenForSubmission:!1,hash:"88e43f7e0affb0c1ba3eccf8675e10f2",slug:"environmental-risk-assessment-of-soil-contamination",bookSignature:"Maria C. 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The cropping system is growing of crops on an area interacting with resources and time and intercropping system is raising of two or more crops simultaneously in the same piece of land [1, 2]. This a common practice in developing countries and it is mostly practiced by small and marginal famers. In tropical world, intercropping is prominently visible with food grain cultivation, whereas in temperate countries forage based intercropping is very much common [3]. Intercropping is generally practiced on small farms with limited resources and it has been observed to enhance yields with greater stability in a variety of crop combinations. Moreover, intercropping system is known by less use of inputs, namely, fertilizers, plant protection chemical, and thus healthy, safe, and high quality food under ecologically sound production system. On-farm biodiversity is also promoted by diversification of crops in through mixed cropping, intercropping and agroforestry systems resulting in variation of diet and net return, higher level of production stability, proper utilization of limited resources human labour-force under low levels of technological intervention [3] and all these ultimately lead to achieve production sustainability in agriculture.
\nMaize (
The success of intercropping depends on different considerations before and during cultivation as because crops grown in mixture may compete spatially and temporally amongst species for available resources. An efficient intercropping system in terms of economic benefits depends on adaptation of planting geometry and choice of compatible and suitable crops. The features of an intercropping system differ with soil and climatic conditions, economic situation and preferences of the farmers. In cereal-legume intercropping system, choice of crop species, density of planting, planting geometry, time of planting and maturity of crops are the key considerations and the success of the system largely depends on these factors.
\nChoice of crops is important in intercropping, because severe competition in mixed culture may not be beneficial and even harmful if proper plant species are not chosen. In this way competition amongst plants can be minimized and better utilization of available resources can be assured. The combination of cereal and legume is considered an ideal because cereals can utilize a portion of biologically fixed nitrogen by legumes. In maize based intercropping system, groundnut is chosen as intercrop maize in South East Asia and Africa [5]. Maize can provide shade to associated legumes and the legume species should be to some extent tolerant to shade. Legume species like black gram (
Maturity of crop is another important consideration in adoption of intercropping. Generally, crops grown in intercropping should have different peak period of growth, otherwise there will be competition amongst the crop species for available resources. The complementary effects benefit the system and these are reflected into yield advantage when the component species in intercropping have different growing period for major demands on available resources. Therefore crops with different duration maturity are chosen to get complementary effects. Maize has been recognized as a common crop in cereal-based intercropping and treated as base crop in additive series and dissimilar legumes are preferably considered as intercrop. In maize-based intercropping system choosing short duration legumes as intercrops is an ideal option. For example, in maize + green gram intercropping system, initial growth of maize is slow and it reaches at knee-height stage after 6–7 weeks and peak light demand starts from 55 to 60 days after sowing and by this period green gram sown at the same time will be in reproductive stage or in close to harvest. In this way green gram completes its major growth period and maize starts the same and thus high level of complementarity is observed.
\nOptimum plant stand is synonymous to optimum yield. But in intercropping system two or more crops are accommodated in the same land at the same time and thus there may be reduction in population of crops compared to pure stand of individual species. On the basis of plant density, intercropping may be categorized into two groups, namely, additive series and replacement series. The additive series is comprised of addition of intercrop within fullest population of base crop. Another crop known as intercrop and it is sown into the base crop population by adjusting row spacing or changing planting geometry. Sometimes, paired row planting of maize is done to accommodate greater space for intercrops. But in replacement series of intercropping, there is not the concept of base crop and the crops (two or more) considered are termed as component crops or intercrops. In such type of intercropping, introduction of a component crop is made by replacing another and none of the component crops are sown with 100% population as recommended in their pure stands. It is very clear that certain proportion of population of one crop component is sacrificed and another component is introduced in that place. In many intercropping situations with replacement series, yield advantages are maximized by increasing population density in excess than their recommended population in the sole cropping. Here, the competition is relatively lesser in between component crops as compared to additive series. As maize is widely spaced crop and generally row spacing ranges between 60 to 90 cm and intercrops can easily be raised in uniform rows of planting. The planting geometry, particularly, paired row planting of maize may enhance the efficiency of growth parameters as well as yield of maize and associated legumes by efficient accommodation of crops. Prasad and Brook [12] observed an enhanced LAI per unit area with increase in plant population of maize in maize-soybean intercropping system. Under the major demand for resources at different times of system duration, the long duration cereal crop maize can recover its resource needs in combination with short duration legumes during remaining phase of growth that is after harvest of legumes [13].
\nMaize is recognized as a very common crop in intercropping system in which legumes can be sown easily. Generally, in maize based intercropping systems, as maize has slower initial growth rate up to knee height stage (6–7 weeks of sowing), if short duration legumes are sown simultaneously can reach into their reproductive stage can start their reproductive period and hence competition for common natural resources do not appear at the same period. Maize has diverse use and if maize is considered as fodder in intercropping, competition does not come into figure because of enhance biomass yield and mixture of grass-legume combination enhances the quality of forage in terms of dietary value. Moreover, maize has higher potential for accumulation of carbohydrate, a source of energy as fodder, from unit area on daily basis. However, legumes can be planted in maize at the same time can also register higher growth attributes because of wider spacing of maize as grain crop.
\nMaize and legume intercropping system has advantages in many ways and so preferred by small and marginal farmers. Experimental results showed that maize-legume intercropping can assure higher yield, soil restoration and greater impact of system productivity.
\nIn Intercropping, more crops are grown simultaneously in unit area which results not only greater productivity but also utilizes natural resources more efficiently. Management of pests, diseases and weeds is easier because of less incidence which leads to greater yield. Another important aspect of maize-legume intercropping is restoration of soil fertility.
\nYield is the basic consideration for assessing benefits of intercropping. In maize-legume intercropping maize is treated as based crop without much variation in plant stand of cereal component. In additive series of intercropping, legumes add plant population per unit area and benefits are achieved as total yield of crops, namely maize and legume yields. Further, in a combination of legume and non-legume, generally non-legume component is benefited by sharing atmospheric nitrogen fixed by legumes. In assessing efficiency of an intercropping system, some competition functions are considered. Of which land equivalent ratio (LER) is a very common index used to measure productivity of intercropping system. Willey and Osiru [14] proposed the concept of the LER and it is defined as the proportionate land area required under pure stand of crop to produce the same productivity as obtained in an intercropping at the same management level. Actually, LER is the summation of ratios of the yield of each crop species involved in intercropping system to its corresponding pure stand yield. Experiments carried out in different countries clearly exhibited higher LER values in maize-legume intercropping system (\nTable 1\n).
\nIntercropping system | \nRatio/proportion | \nLER | \nCountry | \nReferences | \n
---|---|---|---|---|
Maize + bean | \n2:1 | \n2.60 | \nKenya | \n[15] | \n
Maize + cowpea | \n1:1 | \n1.72 | \nTurkey | \n[16] | \n
Maize + French bean | \n1:2 | \n1.66 | \nIndia | \n[17] | \n
Maize + soybean | \n1:1 | \n1.54 | \nNigeria | \n[18] | \n
Maize + groundnut | \n2:2 | \n1.42 | \nGhana | \n[19] | \n
Maize + garden pea | \n1:2 | \n1.56 | \nBangladesh | \n[20] | \n
Maize + soybean | \n100% + 75% | \n1.60 | \nTurkey | \n[21] | \n
Maize + groundnut | \n2:2 | \n1.82 | \nIndia | \n[7] | \n
Maize + soybean | \n2:2 | \n1.90 | \nChina | \n[22] | \n
Land equivalent ratio (LER) in maize-legume intercropping systems.
The LER indicates the advantage of an intercropping with efficient resource utilization compared to pure stands of respective crops. The value of LER greater than unity (1.0) is indicative of the advantages in intercropping system [2].
\nThe LER indicates on efficiency of using land area, but time factor is not considered for which the crop occupies the land area. To rectify the limitation of the LER, the concept of area time equivalent ratio (ATER) has been developed considering the occupancy of land by the crops for certain periods [23]. Like the LER, values of the ATER more than unity also indicate advantage of intercropping. Different researchers noted beneficial ATER values with maize-legume intercropping systems (\nTable 2\n).
\nIntercropping system | \nRatio | \nATER | \nCountry | \nReferences | \n
---|---|---|---|---|
Maize + black gram | \n1:2 | \n1.37 | \nIndia | \n[24] | \n
Maize + black gram | \n1:2 | \n1.47 | \nIndia | \n[17] | \n
Maize + soybean | \n2:6 | \n1.32 | \nIndia | \n[25] | \n
Maize + black cowpea | \n2:2 | \n1.51 | \nIndia | \n[26] | \n
Area time equivalent ratio (ATER) in maize-legume intercropping systems.
However, researchers comment that the LER overestimates and the ATER under-estimates the land-use efficiency [27].
\nCrop equivalent yield is another expression for evaluating the efficiency of intercropping system [25]. Actually, in maize-legume intercropping system, total yields are converted in the form of base crop (maize) equivalent yield by considering the intercrop yield and market price of maize (base crop) and associated intercrops. In maize-legume intercropping system it is termed as maize equivalent yield (MEY) and expressed in kg−ha. If the base crop equivalent yield is obtained higher in intercropping combinations than base crop yield, then intercropping is considered advantageous. \nTable 3\n indicates advantageous MEYs as obtained by the researchers in experiments.
\nIntercropping system | \nRatio | \nMEY (kg−ha) | \nSole maize yield (kg−ha) | \nSole legume yield (kg−ha) | \nReferences | \n
---|---|---|---|---|---|
Maize + soybean | \n2:6 | \n9470 | \n7092 | \n5450 | \n[25] | \n
Maize + black cowpea | \n2:2 | \n7699 | \n5062 | \n4785 | \n[26] | \n
Maize + garden pea | \n1:2 | \n20,220 | \n8200 | \n6450 | \n[20] | \n
Maize-equivalent yield (MEY) in maize-legume intercropping systems.
The greater yields in intercropping is recorded when the component crops show complementary effects amongst themselves and use natural resources efficiently than raised as sole crops [28]. The crops with inherent capability can only utilize natural resources efficiently and complementarity plays important role in resource utilization [2]. Further, higher yield of both the crops in maize-cowpea intercropping combination was noted than pure stands [29].
\nIn soils with low nitrogen content, maize legume intercropping performed well [30]. Yield advantage in intercropping is expressed by crops because of greater use of growth resources like light, water, and nutrients and this efficient use is converted into biomass [2, 31]. The combination of maize-cowpea intercropping can assure greater light interception and check evaporation loss of soil moisture than pure stand of maize [32].
\nMaize and legumes are morphologically dissimilar and their time of peak demand and requirement of light, nutrients and water are different. Therefore, complementary effect between component crops is very common. Jiao et al. [33] noted that maize used strong light and groundnut preferred weak light (because maize provided partial shade) in maize-groundnut intercropping system and the system registered yield advantage. Further, soybean-maize intercropping has been known for efficient utilization of light, nutrients and available soil moisture [2, 34]. Soil moisture or water availability to plants is a determining factor in intercropping systems and efficient water use leads to use of other resources. Cereal-legume combination is known to use available water resources more efficiently than pure stands of crops. Scientific investigations showed that maize-legume combination registered greater water use efficiency than that of sole crops and under water stress conditions, it could be one of the best options [35] as soybean as a deep rooted crop having efficiency to use soil moisture from deeper layer (below 1 m) of the soil [36].
\nIntercropping is an effective practice for weed management because enough of ground area is covered by crops which suppress weed growth. Combination of maize and legumes in intercropping is known to reduce weed population and weed biomass compared to pure stands of maize. Research evidences clearly show benefits of intercropping as it provides competitive effect against weeds both spatially and temporally than pure stands of maize. Reduced weed growth in maize-cowpea intercropping system than sole cropping of maize. Chalka and Nepalia [37] mentioned that in maize-legume intercropping systems, maize + cowpea and maize + soybean reduced NPK removal through weeds by 37.4 and 38.0% respectively and the two intercropping combinations registered higher biological yield of maize. Rahimi et al. [38] reported that maize-black gram intercropping combination of either 1:1 or 2:2 recorded lower densities of total weeds compared to pure stand of maize. Shah et al. [39] opined that weed smothering efficiency was higher in intercropping of maize with soybean than the combination of maize with green gram and it was due to the lower availability of space and light leads to reduce the weeds population with maize-soybean intercropping system. Weed biomass is reduced in intercropping as reported by researchers for maize–legume combinations [40, 41]. In studies it has been claimed that enhancement of diversity of crop species in intercropping system maintains a highly asymmetric competition over weeds resulting in less weed biomass [42, 43]. Weeds compete with crops for available resources and less weed occurrence assures ultimately higher productivity.
\nIntercropping systems can influence the pest and pathogen population dynamics. The population of beneficial insects such as parasites and predators are enhanced in polyculture due to diversity of crops [2] and presence of harmful pests may remain below the economic threshold level. Thus, plant protection becomes easy and use of chemicals for crop protection comes down which ultimately reduces the chemical pollution to agricultural ecology, however, monoculture of maize requires more chemical pesticides [44]. In intercropping system, two or more crop species are cultivated which creates complexity in food and habitat of pests. Further, intercropping of maize with legumes is known to increase population of beneficial insects and decrease the population of bud worm, corn borer, leaf hopper and maize stalk borer [1, 45]. The intercropping system has also an impact against disease management, because in mixture of crops functional diversity is created that checks population increase of pathogen. Some diseases of legume crops like angular leaf spot (
Legumes are known to fix atmospheric nitrogen biologically. The biological nitrogen fixation (BNF) is a process where some bacteria convert atmospheric N2 into ammonia (NH3) and making it available to plants. In maize-legume intercropping system, both the crops acquire N from the common soil pool and compete and thus deficit of mineral N may occur in the rhizosphere which promotes legume to fix atmospheric N [48, 49]. Maize is an exhaustive crop and legumes are soil replenishing crops and decomposition of legumes residue improves soil fertility. In the soils with poor available nitrogen status, the biologically fixed nitrogen plays an important role. Under the situation of limited supply of nitrogenous fertilizer also intercropping legume and non-legume may a suitable option of nutrient management. Further, chemical N fertilizers are responsible for degradation of ecosystem in the form of nitrate pollution and legumes grown as intercrops help in environmental sustainability [50]. In maize-soybean intercropping system, soybean supplements nitrogen to cereal component [51]. Maize grown as forage in intercropping with legumes is known to improve quality parameters of forage like higher crude protein and mineral content and digestibility [48, 52]. Biologically fixed N by pigeon pea was transferred to associated maize and N content and uptake by maize was improved in maize-pigeon pea intercropping system [53]. The associated non-legume crop (maize) gets benefit of fixed N by legumes [1]. Thus, maize-legume intercropping system is beneficial in terms of N economy too. Leaf defoliation of legumes is known to increase productivity of maize–soybean intercropping system [22].
\nIntercropping is advantageous in terms of erosion control because of coverage of more ground area than monocropping of cereals. The striking actions of rain drops can erode the bare or uncovered soil, but the coverage of soil by legumes can check it. In maize-cowpea intercropping combination, ground area is mostly covered, thus soil erosion is reduced [54]. Taller crop like maize also plays a vital role as wind break and protects the crops with shorter canopy (like legumes) as well as erosion caused by wind [45].
\nIntercropping is a common practice of small and marginal farmers in developing countries of Asia and Africa and in risky and fragile ecological conditions which is known as a suitable practice to provide natural insurance and thus provides a profitable shape to farm economy. Under moisture stress conditions, more of ground area is covered under maize-legume intercropping than sole cropping of maize which leads to less evaporation loss of soil moisture. Under extreme conditions, may be due to either biotic or abiotic factors, a crop may fail, but there will be less chance of failure of more crops grown in intercropping, which are morphologically dissimilar and if so happened some yield and return will be earned to save small holders’ economic interest. Thus stability in yield and return are achieved due to creation of crop diversity in the intercropping systems. In economic point of view, it may be stated that small farmers may face problem of seasonal price variability of commodities which often can destabilize net realization, but diversification in the form of intercropping can stabilize farm income to a great extent. Experimental results indicated superiority of intercropping maize-beans in soil fertility restoration and income enhancement than monocropping of the component crops [55]. Yield enhancement of crops is another basis to strengthen the economy of small and marginal farmers adopting intercropping system [56]. Though intercropping of maize-grain legumes is labour and cost intensive, small holders of central Mozambique prefer it because of reduced risk of crop failure and enhanced productivity [57].
\nIntercropping is now in the centre of attention targeting sustainability in agriculture. The negative impacts of industrialized and modern agriculture have already been realized and issues are very crucial in crop ecology to achieve sustainability. On the other side, maize-legume intercropping has enough potential in the form of more yields from limited resource, proper utilization of resources, and restoration of soil fertility, efficient pest management and creation of above and below ground diversity. In the moisture stress or resource poor conditions, intercropping provides natural insurance against crop failure caused by biotic and abiotic factors and thus ascertains economic stability of small holders. Considering the multiple advantages, it can be stated that maize-legume intercropping system is one of the suitable options for achieving production sustainability for small holders.
\nDespite a number of benefits of maize-legume intercropping over monocropping, sometimes intercropping may exhibit some limitations especially in terms of agronomic management. In the field where farm mechanizations have been adopted, intercultural operations and harvest become difficult with two dissimilar crops. However, there is no problem where the intercrops are harvested for forage or grazed [13]. It may be mentioned that where human workforce is sufficient, particularly in developing countries, there is no need for investment in costly machines for agronomic management and harvest of crops in intercropping and in this regard intercropping does not express any disadvantages. Intercropping may cause yield loss of the base crop (maize) compared to its sole stand, but MEY become more and thus intercropping may be considered more productive than monoculture. Further in intercropping, crowded crop canopy may create a microclimate which may be congenial to spread of fungal pathogens, but in maize-legumes intercropping combination, such incidences are not common.
\nConsidering the importance of maize in cereal basket of the world, production sustainability is a prime concern. Maize is an exhaustive crop by nature that requires enough nutrient inputs to achieve target yield. Under small holders’ practices in poor soil and fragile ecological conditions continuous growing of maize may create further depletion of soil nutrients causing a threat to production sustainability. In this regard, maize-legume intercropping system is considered a suitable option as it has enough potential to replenish the soil nutrients, produce more yield and economic benefit by utilizing limited resource, check damage caused by pests, diseases and weeds to a large extent, control soil erosion by covering ground and provide natural insurance to small holders under risky conditions against crop failure. Thus, in true sense, maize-legume intercropping system can boost yield as well as production sustainability of the system as a whole.
\nThe role of a rock bolt support system is to secure and reinforce the rock zone in the near field of an underground opening and to fasten it to deeper rock strata [1, 2]. Mostly steel rock bolts are used for that purpose [3, 4]. The rock bolt consists of a steel bar grouted in an oversize hole. A portable installation machine is used to spin the bolt into the hole filled with fast setting epoxy resin cartridges. After hardening of the resin layer a plate and nut are driven up the bolt. Although robust resin cartridges are used, in mining practice the rock bolt may not be fully encapsulated as a consequence of various geotechnical conditions [5, 6, 7]: rock divergence, escape of grout into crevices, rock strata movement and improper grouting. The lack of proper grouting may be very hazardous and should be monitored [8]. Current publications in the field of rock bolt diagnosis, indicate that much effort is being taken to estimate the rock bolt integrity and grout quality in the most precise way. Different approaches have been proposed e.g. Granit, Boltometer, RBT and other inventions or methods [9, 10, 11, 12, 13, 14]. These methods rely on excitation of a tested rock bolt to vibration along its axis of symmetry and the analysis of output signals. Depending on the proposed method, both acoustic and ultrasonic waves are generated. Correspondingly, different analytical approaches are used as wavelet transform analysis, Fast Fourier Transform (FFT) and neural network algorithms [5, 14, 15, 16, 17, 18]. Also smart sensors techniques are introduced for observation of behavior of grouted rock bolts [19], in particular load measurements at the head of them [20], but the problem is not yet fully resolved.
Accordingly, the method for non-destructive identification of grouting discontinuity of rock bolts is proposed to extend the diagnose scope in rock bolting. Thus the diagnosis of void spaces—regions of lack of bonding is seen as crucial here. In the method a transverse excitation is applied which is seen as more adequate for that purpose. At present a diagnose is completed after the analytical phase has been performed in laboratory conditions, so results are not accessible in situ. Its usage is restricted to steel rock bolts up to 2.5 m long, though not only in mining but also in building engineering. It is worth noticing that the same approach to test the integrity of installed rock bolts was described by Godfrey [21]. Though not known to the author at the experimental and analytical stage of the current work, it is very encouraging that similar methodology was presented over forty years ago.
The chapter starts with a theoretical description of the main rules and relationships between investigated modal parameters and measured data. Then the method and structure of a reference base of FE models are presented. Subsequently it is shown how the method was validated in an experimental coal mine. Finally the results of the research realized in working coal mines are discussed.
Unlike previously mentioned approaches, the proposed method uses modal analysis procedures and excitation forces are generated by an impact hammer. To perform such a quality assessment of grouting rock bolts several conditions must be fulfilled. One of the primary conditions of realization of the method is identification of a modal model of a tested structure. The modal model of a mechanical system basically consists of two matrices [22, 23, 24, 25]:
Fundamental matrix with natural frequencies and damping factors of the modes (eigenvectors),
Modal matrix which consists of eigenvectors [Φ].
The modal model may be constructed starting from identification of a single modal eigenvector, and a more sophisticated model (not necessarily complete) would be a set of modal eigenvectors coordinates together with their natural frequencies and damping factors. From an individual characteristic of frequency response function Hjk(ω), where
In order to calculate foregoing elements of the modal matrix [Φ], as coordinates of modal vectors ϕjr, it is necessary to conduct a series of measurements of frequency response functions in different points of a tested mechanical system. The measurement of a frequency response function at excitation point is very important. The coordinates of an r-mode may be calculated knowing a residue rAkk at this point using formula (2):
The rest of modal vector coordinates may be calculated using Eq. (3):
where:
So, for complete presentation of vibration motion of the tested structure with
The measurement setup is shown in Figure 1. For realization of the method a response transducer was localized at a visible part of the rock bolt, attached using steel ring and stud [26] and a force transducer was localized at an impact hammer head. The direction of excitation was perpendicular to the symmetry axis of the rock bolt as well as is the main axis of the response transducer. After excitation of the rock bolt to transverse vibration, the signals from both the force transducer and the accelerometer (response transducer) were recorded and frequency response function (FRF) was calculated. The excitation was repeated at several points positioned along the outer part of the bar when the accelerometer remained at the same place. The subsequent frequency response functions were stored in universal file format in the computer memory. In the next step data were exported to a workstation where modal parameter extraction methods were realized. Since the installed rock bolt acts as an oscillator, its modal parameters are changed by different lengths and positions of grouting discontinuity. By proper extraction of those parameters, the intended identification was possible.
Measurement setup: (1) rock bolt, typical length 1.5 m-2.5 m; (2) the accelerometer; (3) the impact hammer; (4) portable measurement system; (5) workstation for modal analysis; (6) the surface of the upper roof section; (7) the grout. L is a grouted length.
In this research the natural (resonant) frequency was the main modal parameter taken into account to differentiate foregoing cases of grouting discontinuity. To increase the accuracy of the method frequency response measurements were performed at 5-7 points positioned on the outer part of a rock bolt. It enabled calculating natural frequencies with the use of a larger number of equations and averaging obtained results in the least square sense. Additionally, it was possible to avoid a casual excitation at a nod point of a mode shape [27]. Mode shapes, which is self-understandable, could not be measured on the whole length of a rock bolt (the grouted part of a bar inaccessible). It is only possible in laboratory conditions. Figures 2 and 3 present the example results of research on known cases of grouting discontinuities in real working conditions where a rock bolt support system was used. The amplitude of FRF function depends on the location of measured points and may differ for each pair of response and reference points, shown on Figure 3.
An example of FRF functions (waterfall curve) for a known case of grouting discontinuities in real working conditions.
An example of stabilization diagram for a known case of grouting discontinuities in real working conditions, the FRF curves for all measured points are shown (the order number of the model was set as 40).
It was also necessary to have a reference point to compare our results with. With this aim the theoretical modal analysis was introduced [23, 24, 25, 26] and a base of Finite Element (FE) models were built, encompassing different types of discontinuities (different boundary conditions).
The lengths on which a rock bolt (a steel bar) is grouted into a roof section form defined border conditions. Different cases of grouting discontinuity can be modeled in theoretical models. To be used as a reference the theoretical model had to be reconciled to the experimental one taking into account a wide range of cases with controlled, known discontinuities of grouting.
In the presented research ANSYS program was used to build the finite element model of a grouted rock bolt, shown in Figure 4. The program enables modeling of finite elements with the help of advanced programming tools, so even very complicated geometry shapes can be developed. In the first phase geometry of the examined structure was involved. Then meshing process was realized and particular physical properties of materials were introduced including density, Young Modulus, Poisson Ratio etc., shown in Table 1. These parameters are crucial since mass and stiffness matrices are built in relation to them. Except steel these parameters were evaluated experimentally. Afterwards adequate physical parameters as well as loads and boundary conditions were attributed to groups of elements. The rock component was ascribed fixed support at the side and back faces and frictional support was attributed to connections between a nut, a plate and roof strata surface. Also, for modeling of torsion force applied to screw the nut and plate to a rock bolt, a bolt pretension feature was utilized (results for different torsion forces were calculated, but that value is controlled by an operator of a bolter and is given). After the process of reconciliation, which comprised all the above mentioned parameters, the validated FE model could be used as a reference base for unknown experimental cases. An example of an analyzed case study and a specific mode of natural frequency is presented in Figure 5. The influence of rock strata in which rock bolts are installed was also taken into account but the results obtained both in the experimental and working coal mines (sand stone and mud stone rock strata) showed that the type of rock strata has only a slight impact in comparison with grout discontinuity. As an example, for the particular case, lack of grout at the half length of a rock bolt, the difference ranged from 0.7% to 2.4% for 8 calculated natural frequencies.
An example of a finite element model for an analyzed case study.
Property | Component material | ||||
---|---|---|---|---|---|
Steel (bar, nut) | Grout | Cement (optional) | Rock (mudstone) | Rock (sandstone) | |
Density, kgm−3 | 7850 | 1990 | 2300 | 2560 | 2160 |
Young’s Modulus, Pa | 2.00E+11 | 5.110E+09 | 3.00E+10 | 6.388E+09 | 3.722E+09 |
Poisson’s Ratio | 0.30 | 0.10 | 0.18 | 0.16 | 0.09 |
The properties of components for FE modeling of the investigated rock bolt.
An example of an analyzed case study and a specific mode of natural frequency 232,5 Hz (the amplitude of the mode is scaled for presentation purposes).
As a result of theoretical modal analysis frequency response functions and natural frequencies were calculated (for excitation at the outer part of a rock bolt). Then sets of natural frequencies characteristic of different types of grouting discontinuities were collected and a large data base was set up. Table 2 presents the sample of data sheets for the carried out calculations and obtained convergence charts of the analyzed cases.
Lack of grout, cm | f1 | f2 | f3 | f4 | f5 | f6 | f7 | f8 | f9 | F10 | F11 | F12 |
---|---|---|---|---|---|---|---|---|---|---|---|---|
5 | 2325.6 | 0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
10 | 917.5 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |
15 | 470.3 | 2487.3 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
20 | 284.1 | 1686.5 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
25 | 192.6 | 1175.4 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
30 | 137.1 | 843.8 | 2280.2 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
35 | 102.7 | 635.2 | 1739.9 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
40 | 80.0 | 496.5 | 1368.4 | 2552.1 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
. . . | . . . | . . . | . . . | . . . | . . . | . . . | . . . | . . . | . . . | . . . | . . . | . . . |
175 | 4.5 | 28.2 | 79.0 | 154.6 | 255.3 | 380.7 | 530.6 | 704.8 | 902.9 | 1124.5 | 1369.2 | 1636.5 |
180 | 4.3 | 26.7 | 74.7 | 146.2 | 241.4 | 360.0 | 501.8 | 666.6 | 854.1 | 1063.9 | 1295.7 | 1549.0 |
185 | 4.0 | 25.3 | 70.8 | 138.6 | 228.8 | 341.2 | 475.7 | 632.0 | 809.9 | 1009.0 | 1229.0 | 1470.6 |
190 | 3.8 | 24.0 | 67.1 | 131.4 | 217.0 | 323.7 | 451.4 | 599.8 | 768.6 | 957.7 | 1166.7 | 1396.2 |
195 | 3.6 | 22.8 | 63.8 | 124.8 | 206.1 | 307.5 | 428.8 | 569.8 | 730.3 | 910.1 | 1108.9 | 1327.3 |
The calculated natural frequencies of the finite element models of investigated rock bolts.
In order to enable fast and effective comparison of theoretical (FE) and experimental models regression methods were reviewed. Cluster analysis seemed to be adequate for that purpose. It is one of the statistical methods to adjust parameters (in the presented research: natural frequencies) measured experimentally with calculated data. The concept of cluster analysis, a term introduced in the work of Tryon [28] actually includes several different classification algorithms. For researchers of many disciplines it poses a major problem to organize the observed data in a sensible structure, or data grouping. In other words, cluster analysis is a tool for exploratory data analysis, whose aim is to arrange objects in a group, in such a way that the degree of binding properties of objects belonging to the same group is the largest, and with objects from other groups is as small as possible. Analysis of the cluster can be used to detect data structures without deriving interpretation/explanation. In short: cluster analysis only detects structure in the data without explaining why it occurs. The general types of methods of cluster analysis are: agglomeration, grouping of objects and characteristics, and k-means clustering. Analysis of the cluster is not a statistical test, but a collection of different algorithms that group objects with specific features. Unlike many other statistical procedures, methods of cluster analysis are used mostly when we do not have any a priori hypotheses, while we are still in the exploratory phase of our research. Therefore, testing the statistical significance in the traditional sense of the term actually is not applicable. Instead measurement discrepancies or the distances between objects are used. The most direct way to calculate the distance between objects in multidimensional space is Euclidean distance calculation. If we have a two-or three-dimensional space, this measure is the actual geometric distance between objects in space. From the point of view of a matching algorithm the actual distances or other derivatives of the distance may be used. The following are the types used.
The first is Euclidean distance. This is a geometric distance in multidimensional space. It should be calculated as follows: distance (x,y) = {Σi (xi - yi)2}½.
Euclidean distance (and squared Euclidean distance) are calculated based on the raw data, and not on the basis of the standardized data. This method has some advantages (for example, the distance between any two objects is not affected by adding new objects that can be dispersed). However, the differences of units of dimensions may have a big impact on the way distances are calculated. In general, it is appropriate to standardize them in order to have a comparable data scale.
For squared Euclidean distance the distance is raised to a square, to assign more weight to objects that are more remote. It should be calculated as follows: distance (x,y) = {Σi (xi - yi)2}½.
Another type of distance is City distance (Manhattan, City block). This distance is simply the sum of the differences measured along the dimensions. In most cases, this distance measure yields similar results to the ordinary Euclidean distance. In the case of this measure, the impact of single large differences (outliers) is suppressed (because they are not raised to the square). City distance is calculated as follows: distance (x,y) = Σi |xi - yi|.
We use the distance power when we want to increase or decrease the importance that is assigned to the dimensions for which the relevant properties are quite / completely different. This can be achieved using just the power. It is counted as follows: distance (x,y) = (Σi |xi - yi|p)1/r, where
In the realized research the application was developed to assign experimentally measured natural frequencies to the appropriate corresponding classes of cases of discontinuity calculated on the base of finite element models. The algorithm uses City distance (x,y) = Σi |xi - yi|. The match procedure was realized in STATISTICA environment. So, for unknown cases we seek for the lowest value of that distance which represents the best fit to the theoretical model (an estimated grout length and position). Figure 6 presents the characteristics of the transfer function for the analyzed case, Table 3 the identified natural frequencies and Figure 7 the scatter plot of the differences between FE model and data evaluated experimentally.
The characteristics of the transfer function for the analyzed case (a), and the estimated grout length (b), the length of the rock bolt is equal to 1.8 m, the chart axis are: the vertical axis—inertance, in (m/s2)/N, the horizontal axis the frequency, in Hz.
No | Frequency, Hz | Difference, % | |
---|---|---|---|
Experiment | FE model | ||
1 | 145.2 | 137.1 | −5.6 |
2* | 314.4 | 291.4 | −7.3 |
3* | 568.1 | 568.6 | 0.1 |
4 | 902.9 | 843.8 | −6.5 |
5* | 1290.6 | 1387.2 | 7.5 |
The identified natural frequencies of the investigated rock bolt.
The frequency characteristic for the hidden end part of a rock bolt.
Scatter plot of the differences between FE model and data evaluated experimentally. The values of the lengths of discontinuity are: (a) 30 cm and (b) 90 cm. These values are specified for the first minimum differences of models and are clearly outside the values of the random scatter.
The research work on the rock bolts grouted in a controlled way in real coal mine conditions yielded much information about the possibility of identification of grouting discontinuities and the influence of their changes on modal parameters. The measurements were performed in an experimental coal mine Barbara GIG. At the first stage the measurements were performed with previously developed working prototype assembled with National Instruments components, and at the second one, after large modification with the new measurement unit fulfilling ATEX requirements, shown in Figure 8 (ATEX directives consists of two EU directives describing the minimum safety requirements of the workplace and equipment used in explosive atmosphere. ATEX derives its name from Equipment intended for use in EXplosive ATmospheres).
The portable measurement system for quality control of installed rock bolts, working prototype (left) and final version fulfilling ATEX requirements (right).
The total amount of investigated rockbolts in the experimental coal mine was 30. Initially, as it was not known how a supporting plate and a nut may influence the proper identification of grouting discontinuity the diagnose was realized on cases where supporting plate and nut were unscrewed and removed. Later on the experiments were performed with a complete assembly (a plate and a nut fixed), as shown in Figure 9 and the results were compared (discussed in the second part of this paragraph). The characteristics of transfer functions for the analyzed cases were utilized for evaluation of natural frequencies, which were crucial parameters for proper matching with finite element modal models base and diagnosis of related discontinuity length. Basing on in situ measurements and the analysis, we concluded that damping did not convey satisfactory information on the subject and might vary to a certain degree from sample to sample overshadowing its proper usefulness. Since tests in real conditions were performed on a relatively short length of a rock bolt, a mode shape usage was also constrained.
Impact excitation of installed rock bolts, with the working prototype (left) and the unit fulfilling ATEX requirements (right).
The example results of the undertaken investigations are presented below. The comparison is made for measurements realized with the working prototype and the unit fulfilling ATEX requirements. The analyzed example case corresponds to the discontinuity length shown in Figure 10, the lack of grout from the drilled hole end and in the outer part of a rock bolt (supporting plate and nut unscrewed and removed). The differences in upper and lower plots may be attributed to different accelerometer orientation and consequently different impact direction. The identified natural frequencies are shown in Table 4 and the scatter plots of the differences between FE model and data estimated experimentally for that case are presented in Figure 11.
The characteristics of the transfer functions for the analyzed case (measurements realized with the working prototype (a-upper chart) and the unit fulfilling ATEX requirements (a-lower chart)) and the estimated grout length (b), the length of the rock bolt is equal to 2.0 m. The chart axes are: the vertical axis—inertance, in (m/s2)/N, the horizontal axis the frequency, in Hz.
No | Frequency, Hz | Difference (a), % | Difference (b), % | ||
---|---|---|---|---|---|
Experiment (a) | Experiment (b) | FE model | |||
1 | 305.7 | 308.9 | 311.3 | 1.8 | 0.8 |
2* | 610.9 | 616.5 | 568.6 | −6.9 | −7.8 |
3* | 915.8 | 924.6 | 934.9 | 2.1 | 1.1 |
4* | 1425.0 | 1441.0 | 1387.2 | −2.7 | −3.7 |
5* | 1524.7 | 1537.3 | 1387.2 | 9.0 | 9.8 |
6 | 1707.0 | 1739.2 | 1832.9 | 7.4 | 5.4 |
The identified natural frequencies of the investigated rock bolt, measurement with the working prototype (a), and the unit fulfilling the ATEX requirements (b).
The frequency characteristic for the hidden end part of a rock bolt.
Scatter plot of the differences between FE model and data evaluated experimentally. The values of the lengths of discontinuity are: (a) 19 cm and (b) 90 cm. These values are specified for the first minimum differences of models and are clearly outside the values of the random scatter. The upper plots are for measurements with the working prototype, the lower ones for measurements with the unit fulfilling the ATEX requirements.
In order to validate this method experiments were continued on the same cases of discontinuity deliberately prepared with the complete assembly of elements, so after screwing plate and nut to the rock bolt. Below the comparison of the measurements performed without the supporting plate and nut, and after screwing them to the rock bolt is discussed. A typical torsion force applied in the real working conditions is 250 Nm, so such a value was used in the finite element model (FE). Of course it is not a constraint and other torsion forces may be used according to real situations; a thorough discussion on that topic is accessible in technical literature [20, 29]. The example cases (at first without a nut and a plate) are shown in Figures 12 and 13. Utilizing the characteristics of the transfer function for the analyzed cases (a), the scatter plots of the differences between FE model and data evaluated experimentally were used and the designated sections of the length of discontinuity were obtained (c). For the rock bolt grouted from a rear, hidden end, shown in Figure 12, the discontinuity length is approximately equal to 1.15 m. That value is specified for the first minimum difference of models and is clearly outside the values of the random scatter.
The results of estimation of the grout length: (a) the characteristics of the transfer function for the analyzed case, the vertical axis of the chart—inertance, in (m/s2)/N, the horizontal axis—frequency, in Hz, (b) the scatter plot of the differences between FE model and data evaluated experimentally, (c) the estimated grout length, the length of the rock bolt is equal to 2.0 m.
The results of estimation of the grout length: (a) the characteristics of the transfer function for the analyzed case, the vertical axis of the chart—inertance, in (m/s2)/N, the horizontal axis—frequency, in Hz, (b) the estimated grout length, the length of the rock bolt is equal to 2.0 m, (c) the scatter plot of the differences between FE model and data evaluated experimentally.
The experimentally identified and numerically calculated (FE model) natural frequencies are presented in Table 5.
No | Frequency, Hz | Difference, % | |
---|---|---|---|
Experiment | FE model | ||
1 | 71.50 | 64.78 | −9.40 |
2 | 188.92 | 181.09 | −4.14 |
3 | 361.43 | 354.0 | −2.05 |
4 | 595.02 | 583.34 | −1.96 |
5 | 956.45 | 868.02 | −9.25 |
6 | 1258.33 | 1206.7 | −4.10 |
7 | 1606.09 | 1597.9 | −0.51 |
8 | 1980.71 | 2039.3 | 2.96 |
9 | 2261.37 | 2520.6 | 11.46 |
Comparison of identified natural frequencies for a rock bolt grouted from a rear, hidden end, the measurement using working prototype.
For the rock bolt grouted from a roof strata surface, shown in Figure 13, the discontinuity length is approximately equal to 1.15 m and the length of the outer part is approximately equal to 0.16 m. These values are specified for the first minimum differences of models and are clearly outside the values of the random scatter.
The identified experimentally and calculated numerically (FE model) natural frequencies are presented in Table 6.
No | Frequency, Hz | Difference, % | |
---|---|---|---|
Experiment | FE model | ||
1 | 408.873 | 420.71 | −2.81 |
2* | 819.581 | 868.02 | −5.58 |
3* | 1229.866 | 1206.7 | 1.92 |
4* | 1633.481 | 1597.9 | 2.23 |
5* | 2042.362 | 2039.3 | 0.15 |
The identified natural frequencies of the investigated rock bolt grouted from a roof strata surface, the measurement using unit using working prototype.
The frequency characteristic for the hidden end part of a rock bolt.
The results of measurements performed with the supporting plate and nut, after screwing them to the rock bolt are shown in Figures 14 and 15. For the rock bolt grouted from a rear, hidden end, shown in Figure 14, the discontinuity length is approximately equal to 0.95 m. Though there are two minimum values outside the random scatter, the first one may be chosen as valid, the second may be attributed to aliasing phenomena observed in frequency analysis as well.
The results of estimation of the grout length: (a) the characteristics of the transfer function for the analyzed case, the vertical axis of the chart—inertance, in (m/s2)/N, the horizontal axis—frequency, in Hz, (b) the scatter plot of the differences between FE model and data evaluated experimentally, (c) the estimated grout length, the length of the rock bolt is equal to 2.0 m.
The results of estimation of the grout length: (a) the characteristics of the transfer function for the analyzed case, the vertical axis of the chart—inertance, in (m/s2)/N, the horizontal axis—frequency, in Hz, (b) the scatter plot of the differences between FE model and data evaluated experimentally, (c) the estimated grout length, the length of the rock bolt is equal to 2.0 m.
The experimentally identified and numerically calculated (FE model) natural frequencies are presented in Table 7.
No | Frequency, Hz | Difference 1, % | Difference 2, % | ||
---|---|---|---|---|---|
Experiment 1 | Experiment 2 | FE model | |||
1* | 123.2 | 123.4 | 101.43 | −17.7 | −17.8 |
2* | 238.7 | 238.9 | 251.25 | 5.3 | 5.2 |
3* | 390.6 | 391.0 | 346.06 | −11.4 | −11.5 |
4 | 518.7 | 521.4 | 528,86 | 2.0 | 1.4 |
5* | 783.2 | 782.9 | 814.46 | 4.0 | 4.0 |
6* | 932.4 | 935.1 | 814.46 | −12.7 | −12.9 |
7* | 1616.5 | 1609.0 | 1624.9 | 0.5 | 1.0 |
8* | 2017.4 | 2008.9 | 1874.9 | −7.1 | −6.7 |
Comparison of identified natural frequencies for a rock bolt grouted from a rear, hidden end for measurement units—the working prototype based on National Instrument’s components and the new one fulfilling the ATEX requirements.
The frequency characteristic for the hidden end part of a rock bolt.
The grout length assessment is quite consistent with that obtained at the first stage, when a plate and a nut were unscrewed.
For the rock bolt grouted from a roof strata surface, shown in Figure 15, the discontinuity length is approximately equal to 1.15 m.
The experimentally identified and numerically calculated (FE model) natural frequencies are presented in Table 8.
No | Frequency, Hz | Difference, % | |
---|---|---|---|
Experiment | FE model | ||
1 | 445.8 | 470.3 | −5.5 |
2* | 851.1 | 850.7 | 0.1 |
3* | 1296.9 | 1182.2 | 8.8 |
4* | 1484.4 | 1564.8 | −5.4 |
5* | 1589.5 | 1667.4 | −4.9 |
The identified natural frequencies of the investigated rock bolt, measurement unit—working prototype.
The frequency characteristic for the hidden end part of a rock bolt.
The grout length assessment is also quite consistent with that obtained at the first stage, when a plate and a nut were unscrewed.
Further experiments were realized in working coal and copper mines and around 50 rock bolts were tested. The aim of one of these experimental studies was connected with rock mass characterization [30] and examination of the strength of rock bolts mounted in the rock strata [3, 4] at different depths. The study took place in a chosen corridor of the working coalmine. The rock bolts were grouted in the roof of the roadway. There were 12 rock bolts mounted in 4 rows and the lengths of the rock bolts were: 2.4 m, 1.85 m, 1.25 m and 0.85 m. Localization of the research and distribution of investigated rock bolts are presented in Figure 16. All rock bolts were grouted using the resin material type Lokset. The grout length was 30 cm from the bottom of the hole.
The exploited seam with investigated rockbolts and hydraulic jack for pull out test (a), distribution of measured rock bolts no 1–12 (b) and the example geometry of the identified discontinuity case (c). The lengths of rock bolts: no 1, 2, 3—2.4 m, no 4, 5, 6—1.85 m, no 7, 8, 9—1.25 m, no 10, 11, 12—0.85 m.
Then a pull out test was conducted by technical staff, who made a thorough analysis of obtained characteristics of pulling (put forward) of the rock bolts taking into account not only pulling of the rock bolt from the grout but also extending of the rock bolt as a result of applied force.
The quality assessment of grouting of rock bolts was performed as complementary to these tests. Although localization and length of the grout were known, the research was undertaken assuming that the result of the grouting process does not necessarily coincide with the intended one. Following are the results of the identification studies of quality assessment of grouted rock bolts. The reference models (FE models), with a specific location of grout, corresponding to experimental cases were matched. The research was conducted for 7 cases and for 4 cases studies were performed before and after pull out tests. For the shortest rock bolts, length 85 cm, lack of sufficient grout strength was also observed (rocks were too weak at that lengths).
The examples of the analysis results in ANSYS environment are shown in Figures 17 and 18 (visible parts are: a rock bolt and a resin layer). Correct matching cases with calculated mismatch errors are shown in Tables 9–11. The diagnosed grout lengths were localized at the end, bottom part of the rock bolts and were very close to the intended grout length of 30 cm. In order to check the accuracy of the assessment the FE calculations were performed also for smaller and larger grout lengths. For example, for the rock bolt with a length of 1.25 m, the smallest difference was obtained for the grout length 31 cm, and by increasing the length of the modeled grout by 1 cm the error changed from positive to negative values, which meant that the correct value was somewhere between 31 cm and 32 cm.
The example of analysis results in ANSYS environment for a rock bolt length of 1.85 m.
The example of analysis results in ANSYS environment for a rock bolt length of 1.25 m.
No 1 before pull out test | No 1 after pull out test | ||||||
---|---|---|---|---|---|---|---|
No | Frequency. Hz | Diff. % | No | Frequency. Hz | Diff. % | ||
Experiment | FE | Experiment | FE | ||||
1 | 204.4 | 198.0 | 3.2 | 1 | 208.4 | 198.0 | 5.2 |
2 | 303.9 | 295.4 | 2.9 | 2 | 308.3 | 295.4 | 4.4 |
3 | 424.1 | 411.8 | 3.0 | 3 | 430.3 | 411.8 | 4.5 |
4 | 565.3 | 547.1 | 3.3 | 4 | 565.8 | 547.1 | 3.4 |
5 | 717.8 | 701.1 | 2.4 | 5 | 741.1 | 701.1 | 5.7 |
6 | 892.3 | 873.5 | 2.2 | 6 | 910.2 | 873.5 | 4.2 |
7 | 1091.1 | 1064.0 | 2.5 | 7 | 1091.4 | 1064.0 | 2.6 |
8 | 1307.5 | 1272.4 | 2.8 | 8 | 1355.9 | 1272.4 | 6.6 |
9 | 1540.7 | 1498.2 | 2.8 | 9 | 1589.2 | 1498.2 | 6.1 |
Average difference. % | 2.8 | Average difference. % | 4.9 |
Rock bolt length 2.4 m, grout length 0.3 m from the bottom of the hole, case no 1.
No 5 before pull out test | No 5 after pull out test | ||||||
---|---|---|---|---|---|---|---|
No | Frequency. Hz | Diff. % | No | Frequency. Hz | Diff. % | ||
Experiment | FE | Experiment | FE | ||||
1 | 104.5 | 111.1 | −5.9 | 1 | 88.7 | 111.1 | −20.1 |
2 | 207.6 | 217.3 | −4.4 | 2 | 211.7 | 217.3 | −2.6 |
3 | 349.1 | 358.3 | −2.6 | 3 | 347.4 | 358.3 | −3.0 |
4 | 513.4 | 533.7 | −3.8 | 4 | 516.6 | 533.7 | −3.2 |
5 | 714.5 | 743.0 | −3.8 | 5 | 733.2 | 743.0 | −1.3 |
6 | 948.1 | 985.4 | −3.8 | 6 | 960.4 | 985.4 | −2.5 |
7 | 1206.1 | 1260.2 | −4.3 | 7 | 1231.9 | 1260.2 | −2.2 |
8 | 1495.4 | 1566.5 | −4.5 | 8 | 1581.3 | 1566.5 | 0.9 |
9 | 1819.8 | 1902.8 | −4.4 | 9 | — | — | — |
Average difference. % | −4.3 | Average difference. % | −7.5 |
Rock bolt length 1.85 m, grout length 0.3 m from the bottom of the hole, case no 5.
No 8 after pull out test | No 8 after pull out test | ||||||
---|---|---|---|---|---|---|---|
No | Frequency. Hz | Diff. % | No | Frequency. Hz | Diff. % | ||
Experiment | FE | Experiment | FE | ||||
1 | — | — | — | 1 | 103.9 | 102.8 | 1.1 |
2 | 292.4 | 286.7 | 2.0 | 2 | 295.2 | 286.7 | 3.0 |
3 | 568.0 | 559.0 | 1.6 | 3 | 571.0 | 559.0 | 2.1 |
4 | 932.8 | 918.0 | 1.6 | 4 | 927.8 | 918.0 | 1.1 |
5 | 1382.2 | 1360.3 | 1.6 | 5 | 1376.3 | 1360.3 | 1.2 |
6 | 1945.7 | 1880.8 | 3.4 | 6 | 1900.7 | 1880.8 | 1.1 |
Average difference. % | 2.2 | Average difference. % | 1.7 |
Rock bolt length 1.25 m, grout length 0.3 m from the bottom of the hole, case no 8.
An important observation made during the tests was a slight but distinct increase of identified natural frequencies after pull out tests, which proves the impact of the test on mechanical parameters of the test structure and shows a stress hysteresis. Because of the elongation, that is, a slight increase of the length of the rock bolt, this change should go in the opposite direction, namely a decrease of the natural frequencies. In analyzed cases it appears that the first factor is dominant—stress hysteresis. During a normal quality assessment of grouted rock bolts this effect will not take place. It should also be noted that in investigated cases not all natural frequencies were identified, however, their number was sufficient to match the experimental and theoretical (FE) models. The results were quite satisfactory and proved the usefulness of the method.
Based on obtained knowledge and experience research was continued for quality assessment of rock bolt support system realized as a project of above 2 km length corridor drilled for excavation purposes to enable access to large coal deposits. The research was performed in several sessions and it seems to be relevant to perform such a control on a periodic basis.
The diagnosed natural frequencies with calculated mismatch errors for the example case are presented in Table 12.
No | Frequency, Hz | Difference, % | |
---|---|---|---|
Experiment | FE model | ||
1 | 363.8 | 362.0 | −0.5 |
2 | 676.3 | 689.2 | 1.9 |
3 | 1023.0 | 1061.8 | 3.8 |
4 | 1296.9 | 1336.3 | 3.0 |
5 | 1468.3 | 1336.3 | −9.0 |
6 | 1778.7 | 1785.2 | 0.4 |
7 | 2135.0 | 2398.9 | 12.4 |
The identified natural frequencies of the investigated rock bolt.
The FRF functions (waterfall curve) for an investigated rock bolt, a placement of the response transducer, and the identified discontinuity length are presented in Figure 19. The discontinuity length is about 80 cm from the outer part. What was observed in that particular session that in the adjacent area several similar cases of discontinuity were diagnosed.
The results of rock bolt quality assessment, FRF functions (waterfall curve) for an investigated rock bolt (a), the identified discontinuity case (b), a placement of the response transducer (c), the length of the rock bolt is equal to 2.5 m.
While explaining possible reasons of improper grouting it is worth considering the technology of installation of rock bolts. There are mainly three phases of fixing the rock bolt into rock strata: a placement of grout cartridges into a drilled hole using a rockbolt (a rock bolt is inserted up to it half length), turning phase with continued insertion of a rock bolt up to the end of the hole (depending on the environmental conditions a time period is about 10 s), spinning phase (about 4-5 s) and hold phase (about 15 s). It is very crucial to control these phases especially the turning and spinning ones. Otherwise lack of grouting connection may occur. Too fast insertion of a rock bolt may lead to leakage of grout from the hole and lack of grout in the back part. Too long spinning phase may cause damage of contact between a rock bolt and grout in the inner part (close to the end of the hole). It is because the hardening time in that part is shorter than that in the outer part (specific preparation of grout cartridges). Too slow insertion may result in not full mixing of grout, especially at the end of a rock bolt (one of the consequences might be a rock bolt sticking out more than it is supposed to). If there are crevices in rock strata some amount of grout may leak into that area with the result of local discontinuity of grout layer. Another case might be a larger diameter of the hole then projected, mainly in the outer part of a hole (quite often when rock strata is hard). Then the amount of grout inserted is not enough for proper connection of a rock bolt to rock strata and it also may lead to lack of grout in the outer part of the hole. Inspection of camera records of holes in the investigated area revealed that it could be the reason for not proper grouting for the case shown in Figure 19.
The increasing interest in the use of rock bolt support systems has its economic background. This system of prevention is less time and material consuming as well as technically more feasible. In strong rocks the use of rock bolt systems is prevailing. In Polish coal mines where rock strata are weaker, the interest in the usage of rock bolt support system is much lower but recently marked changes may be observed in this area. At the same time there is no satisfactory non-destructive method for testing rock bolt installation [6]. It was the reason for undertaking the research on the method for identification of grouting discontinuity for rock bolts. The invented method uses modal analysis procedures and is based on an impact excitation and reconciliation of experimental and theoretical modal models.
In laboratory conditions a cause-effect relation was found between excitation of a rock bolt to transverse vibration and response characteristic of the examined structure. To enable in situ measurement a portable measurement system was invented and constructed. The LabVIEW environment was used as a programming tool. Simultaneously, import of recorded data and derivation of modal parameters were performed utilizing modal analysis software LMS TestLab.
Dynamic parameters of a tested structure (installed rock bolt) are determined by its border conditions, which are directly connected with a grouting discontinuity length. That fact enabled us to diagnose the discontinuity length.
It was necessary to build a theoretical modal model of an installed rock bolt where different cases of grouting discontinuity were encountered. The results of theoretical modal analysis performed on validated FE model constituted a reference base for unknown cases (correlation and comparison techniques were used to validate the model). The reference to the base of validated theoretical models was found reasonable (the discontinuities of verification tests were determined a priori). The reference base may be used for different types of rocks.
Based on the prototype construction the final version fulfilling ATEX requirements was constructed.
The transverse excitation was found as more adequate to identify the discontinuity length of the resin layer of the installed rock bolts.
A mass of a response transducer has influence on the results [26], hence it is desired to minimize it.
The measurement system was verified in real coal mine conditions.
On the basis of the carried out research and calculations of finite element models of the system under test, rock bolt - resin - rock mass, it can be concluded that the developed method and analytical application actually classifies the measured natural frequencies group and enables to identify cases of discontinuity (regions of lack of bonding, which is seen as crucial here).
At present a diagnosis is completed after analytical phase performed in laboratory conditions, so results are not accessible in situ. Its usage is restricted to steel rock bolts up to 2.5 m long (longer rock bolts were not investigated), though not only in mining but also in building engineering.
The realized research was financed by Polish Ministry of Science and High Education, project no 11060317.
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On September, 29th 2006 he has won a post PhD fellowship from the university of Bologna (from October 2006 to October 2008), at the competitive examination he was ranked first in the industrial engineering area. He extensively served as referee for several international journals. He is author/coauthor of more than 100 research papers. He has been involved in some projects supported by MURST and European Community. His research interests include pattern recognition, bioinformatics, and biometric systems (fingerprint classification and recognition, signature verification, face recognition).",institutionString:null,institution:null},{id:"496",title:"Dr.",name:"Carlos",middleName:null,surname:"Leon",slug:"carlos-leon",fullName:"Carlos Leon",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"University of Seville",country:{name:"Spain"}}},{id:"512",title:"Dr.",name:"Dayang",middleName:null,surname:"Jawawi",slug:"dayang-jawawi",fullName:"Dayang Jawawi",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"University of Technology Malaysia",country:{name:"Malaysia"}}},{id:"528",title:"Dr.",name:"Kresimir",middleName:null,surname:"Delac",slug:"kresimir-delac",fullName:"Kresimir Delac",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/528/images/system/528.jpg",biography:"K. Delac received his B.Sc.E.E. degree in 2003 and is currentlypursuing a Ph.D. degree at the University of Zagreb, Faculty of Electrical Engineering andComputing. His current research interests are digital image analysis, pattern recognition andbiometrics.",institutionString:null,institution:{name:"University of Zagreb",country:{name:"Croatia"}}},{id:"557",title:"Dr.",name:"Andon",middleName:"Venelinov",surname:"Topalov",slug:"andon-topalov",fullName:"Andon Topalov",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/557/images/1927_n.jpg",biography:"Dr. Andon V. Topalov received the MSc degree in Control Engineering from the Faculty of Information Systems, Technologies, and Automation at Moscow State University of Civil Engineering (MGGU) in 1979. He then received his PhD degree in Control Engineering from the Department of Automation and Remote Control at Moscow State Mining University (MGSU), Moscow, in 1984. From 1985 to 1986, he was a Research Fellow in the Research Institute for Electronic Equipment, ZZU AD, Plovdiv, Bulgaria. In 1986, he joined the Department of Control Systems, Technical University of Sofia at the Plovdiv campus, where he is presently a Full Professor. He has held long-term visiting Professor/Scholar positions at various institutions in South Korea, Turkey, Mexico, Greece, Belgium, UK, and Germany. And he has coauthored one book and authored or coauthored more than 80 research papers in conference proceedings and journals. His current research interests are in the fields of intelligent control and robotics.",institutionString:null,institution:{name:"Technical University of Sofia",country:{name:"Bulgaria"}}},{id:"585",title:"Prof.",name:"Munir",middleName:null,surname:"Merdan",slug:"munir-merdan",fullName:"Munir Merdan",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/585/images/system/585.jpg",biography:"Munir Merdan received the M.Sc. degree in mechanical engineering from the Technical University of Sarajevo, Bosnia and Herzegovina, in 2001, and the Ph.D. degree in electrical engineering from the Vienna University of Technology, Vienna, Austria, in 2009.Since 2005, he has been at the Automation and Control Institute, Vienna University of Technology, where he is currently a Senior Researcher. 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Aalborg University has Two Satellite Campuses, one in Copenhagen (Aalborg University Copenhagen) and the other in Esbjerg (Aalborg University Esbjerg).\n· He is a member of prestigious IEEE (Institute of Electrical and Electronics Engineers), and IAENG (International Association of Engineers) organizations. \n· He is the chief Editor of the Journal of Software Engineering.\n· He is the member of the Editorial Board of International Journal of Computer Science and Software Technology (IJCSST) and International Journal of Computer Engineering and Information Technology. \n· He is also the Editor of Communication in Computer and Information Science CCIS-20 by Springer.\n· Reviewer For Many Conferences\nHe is the lead person in making collaboration agreements between Aalborg University and many universities of Pakistan, for which the MOU’s (Memorandum of Understanding) have been signed.\nProfessor Akbar is working in Academia since 1990, he started his career as a Lab demonstrator/TA at the University of Sussex. After finishing his P. hD degree in 1992, he served in the Industry as a Scientific Officer and continued his academic career as a visiting scholar for a number of educational institutions. In 1996 he joined National University of Science & Technology Pakistan (NUST) as an Associate Professor; NUST is one of the top few universities in Pakistan. In 1999 he joined an International Company Lineo Inc, Canada as Manager Compiler Group, where he headed the group for developing Compiler Tool Chain and Porting of Operating Systems for the BLACKfin processor. The processor development was a joint venture by Intel and Analog Devices. In 2002 Lineo Inc., was taken over by another company, so he joined Aalborg University Denmark as an Assistant Professor.\nProfessor Akbar has truly a multi-disciplined career and he continued his legacy and making progress in many areas of his interests both in teaching and research. 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In this context, this chapter presents key subjects while implementing a quality management system at materials science laboratories and some considerations on strategies for effectively implementing such systems.",book:{id:"5486",slug:"quality-control-and-assurance-an-ancient-greek-term-re-mastered",title:"Quality Control and Assurance",fullTitle:"Quality Control and Assurance - An Ancient Greek Term Re-Mastered"},signatures:"Rodrigo S. Neves, Daniel P. Da Silva, Carlos E. C. Galhardo, Erlon H.\nM. Ferreira, Rafael M. Trommer and Jailton C. Damasceno",authors:[{id:"20571",title:"Prof.",name:"Erlon H.",middleName:null,surname:"Martins Ferreira",slug:"erlon-h.-martins-ferreira",fullName:"Erlon H. 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The quality practices or quality management systems adopted by industries will further evolve due to the changes of quality concepts as time goes by. This chapter discusses the change of quality concepts and the related revolution of quality management systems in the past century. The quality concepts were gradually changed from the achievement of quality standards, satisfaction of customer needs, and expectations to customer delight. Since merely satisfying customers is not enough to ensure customer loyalty, the enterprises gradually focus on customers’ emotional responses and their delight in order to pursue their loyalty. The emotion of “delight” is composed of “joy” and “surprise,” which can be achieved as the customers’ latent requirements are satisfied. Thus, the concept of “customer delight” and the means to provide the innovative quality so as to meet the unsatisfied customers’ latent needs are elaborated on. Finally, a framework of innovation creation is developed that is based on the mining of customer's latent requirements. This outline will manifest the essential elements of the related operation steps.",book:{id:"5486",slug:"quality-control-and-assurance-an-ancient-greek-term-re-mastered",title:"Quality Control and Assurance",fullTitle:"Quality Control and Assurance - An Ancient Greek Term Re-Mastered"},signatures:"Ching-Chow Yang",authors:[{id:"11862",title:"Prof.",name:"Ching-Chow",middleName:null,surname:"Yang",slug:"ching-chow-yang",fullName:"Ching-Chow Yang"}]},{id:"62915",title:"Advanced Methods of PID Controller Tuning for Specified Performance",slug:"advanced-methods-of-pid-controller-tuning-for-specified-performance",totalDownloads:3522,totalCrossrefCites:12,totalDimensionsCites:17,abstract:"This chapter provides a concise survey, classification and historical perspective of practice-oriented methods for designing proportional-integral-derivative (PID) controllers and autotuners showing the persistent demand for PID tuning algorithms that integrate performance requirements into the tuning algorithm. The proposed frequency-domain PID controller design method guarantees closed-loop performance in terms of commonly used time-domain specifications. One of its major benefits is universal applicability for both slow and fast-controlled plants with unknown mathematical model. Special charts called B-parabolas were developed as a practical design tool that enables consistent and systematic shaping of the closed-loop step response with regard to specified performance and dynamics of the uncertain controlled plant.",book:{id:"6323",slug:"pid-control-for-industrial-processes",title:"PID Control for Industrial Processes",fullTitle:"PID Control for Industrial Processes"},signatures:"Štefan Bucz and Alena Kozáková",authors:[{id:"21933",title:"Ms.",name:"Alena",middleName:null,surname:"Kozakova",slug:"alena-kozakova",fullName:"Alena Kozakova"},{id:"213658",title:"Dr.",name:"Štefan",middleName:null,surname:"Bucz",slug:"stefan-bucz",fullName:"Štefan Bucz"}]},{id:"75699",title:"Data Clustering for Fuzzyfier Value Derivation",slug:"data-clustering-for-fuzzyfier-value-derivation",totalDownloads:300,totalCrossrefCites:0,totalDimensionsCites:0,abstract:"The fuzzifier value m is improving significant factor for achieving the accuracy of data. Therefore, in this chapter, various clustering method is introduced with the definition of important values for clustering. To adaptively calculate the appropriate purge value of the gap type −2 fuzzy c-means, two fuzzy values m1 and m2 are provided by extracting information from individual data points using a histogram scheme. Most of the clustering in this chapter automatically obtains determination of m1 and m2 values that depended on existent repeated experiments. Also, in order to increase efficiency on deriving valid fuzzifier value, we introduce the Interval type-2 possibilistic fuzzy C-means (IT2PFCM), as one of advanced fuzzy clustering method to classify a fixed pattern. In Efficient IT2PFCM method, proper fuzzifier values for each data is obtained from an algorithm including histogram analysis and Gaussian Curve Fitting method. Using the extracted information form fuzzifier values, two modified fuzzifier value m1 and m2 are determined. These updated fuzzifier values are used to calculated the new membership values. Determining these updated values improve not only the clustering accuracy rate of the measured sensor data, but also can be used without additional procedure such as data labeling. 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The fact that each component of the function has different effects requires assigning different weight coefficients to these components. In this study, the Bees Algorithm (BA) is used to determine the weights. Using the multi-objective function in BA, it has been tried to determine the weights that reduce the current values together with the speed error. Three different PI controllers have been designed to compare the MPC method. The coefficients of one of these are tuned with BA. Good Gain Method and Tyreus-Luyben Method were used in the other two. As a result of experimental studies, it has been observed that MPC can control PMSM more smoothly and accurately than PI controllers, with weights optimized with BA. With MPC, PMSM has been controlled with 15% settling time than other controllers and also with no overshoot.",book:{id:"10778",title:"Model-Based Control Engineering - Recent Design and Implementations for Varied Applications",coverURL:"https://cdn.intechopen.com/books/images_new/10778.jpg"},signatures:"Murat Sahin"},{id:"78164",title:"Use of Discrete-Time Forecast Modeling to Enhance Feedback Control and Physically Unrealizable Feedforward Control with Applications",slug:"use-of-discrete-time-forecast-modeling-to-enhance-feedback-control-and-physically-unrealizable-feedf",totalDownloads:73,totalDimensionsCites:0,doi:"10.5772/intechopen.99340",abstract:"When the manipulated variable (MV) has significantly large time delay in changing the control variable (CV), use of the currently measured CV in the feedback error can result in very deficient feedback control (FBC). However, control strategies that use forecast modeling to estimate future CV values and use them in the feedback error have the potential to control as well as a feedback controller with no MV deadtime using the measured value of CV. This work evaluates and compares FBC algorithms using discrete-time forecast modeling when MV has a large deadtime. When a feedforward control (FFC) law results in a physically unrealizable (PU) controller, the common approach is to use approximations to obtain a physically realizable feedforward controller. Using a discrete-time forecast modeling method, this work demonstrates an effective approach for PU FFC. The Smith Predictor is a popular control strategy when CV has measurement deadtime but not MV deadtime. The work demonstrates equivalency of this discrete-time forecast modeling approach to the Smith Predictor FBC approach. 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He is currently a principal researcher in data analytics and optimisation at TECNALIA (Spain), a visiting fellow at the Basque Center for Applied Mathematics (BCAM) and a part-time lecturer at the University of the Basque Country (UPV/EHU). His research interests gravitate on the use of descriptive, prescriptive and predictive algorithms for data mining and optimization in a diverse range of application fields such as Energy, Transport, Telecommunications, Health and Industry, among others. In these fields he has published more than 240 articles, co-supervised 8 Ph.D. theses, edited 6 books, coauthored 7 patents and participated/led more than 40 research projects. 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He is currently a full professor in\nthe Department of Automation and Applied Informatics at the\nsame university. Dr. Voloşencu is the author of ten books, seven\nbook chapters, and more than 160 papers published in journals\nand conference proceedings. He has also edited twelve books and\nhas twenty-seven patents to his name. He is a manager of research grants, editor in\nchief and member of international journal editorial boards, a former plenary speaker, a member of scientific committees, and chair at international conferences. His\nresearch is in the fields of control systems, control of electric drives, fuzzy control\nsystems, neural network applications, fault detection and diagnosis, sensor network\napplications, monitoring of distributed parameter systems, and power ultrasound\napplications. 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Vikhe",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/323731/images/13613_n.jpg",biography:"Dr Deepak M.Vikhe .\n\n\t\n\tDr Deepak M.Vikhe , completed his Masters & PhD in Prosthodontics from Rural Dental College, Loni securing third rank in the Pravara Institute of Medical Sciences Deemed University. He was awarded Dr.G.C.DAS Memorial Award for Research on Implants at 39th IPS conference Dubai (U A E).He has two patents under his name. He has received Dr.Saraswati medal award for best research for implant study in 2017.He has received Fully funded scholarship to Spain ,university of Santiago de Compostela. He has completed fellowship in Implantlogy from Noble Biocare. \nHe has attended various conferences and CDE programmes and has national publications to his credit. His field of interest is in Implant supported prosthesis. Presently he is working as a associate professor in the Dept of Prosthodontics, Rural Dental College, Loni and maintains a successful private practice specialising in Implantology at Rahata.\n\nEmail: drdeepak_mvikhe@yahoo.com..................",institutionString:null,institution:{name:"Pravara Institute of Medical Sciences",country:{name:"India"}}},{id:"204110",title:"Dr.",name:"Ahmed A.",middleName:null,surname:"Madfa",slug:"ahmed-a.-madfa",fullName:"Ahmed A. Madfa",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/204110/images/system/204110.jpg",biography:"Dr. Madfa is currently Associate Professor of Endodontics at Thamar University and a visiting lecturer at Sana'a University and University of Sciences and Technology. He has more than 6 years of experience in teaching. 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She is an editor and reviewer in numerous international journals.",institutionString:"MSA University",institution:null},{id:"204606",title:"Dr.",name:"Serdar",middleName:null,surname:"Gözler",slug:"serdar-gozler",fullName:"Serdar Gözler",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/204606/images/system/204606.jpeg",biography:"Dr. Serdar Gözler has completed his undergraduate studies at the Marmara University Faculty of Dentistry in 1978, followed by an assistantship in the Prosthesis Department of Dicle University Faculty of Dentistry. Starting his PhD work on non-resilient overdentures with Assoc. Prof. Hüsnü Yavuzyılmaz, he continued his studies with Prof. Dr. Gürbüz Öztürk of Istanbul University Faculty of Dentistry Department of Prosthodontics, this time on Gnatology. He attended training programs on occlusion, neurology, neurophysiology, EMG, radiology and biostatistics. In 1982, he presented his PhD thesis \\Gerber and Lauritzen Occlusion Analysis Techniques: Diagnosis Values,\\ at Istanbul University School of Dentistry, Department of Prosthodontics. As he was also working with Prof. Senih Çalıkkocaoğlu on The Physiology of Chewing at the same time, Gözler has written a chapter in Çalıkkocaoğlu\\'s book \\Complete Prostheses\\ entitled \\The Place of Neuromuscular Mechanism in Prosthetic Dentistry.\\ The book was published five times since by the Istanbul University Publications. Having presented in various conferences about occlusion analysis until 1998, Dr. Gözler has also decided to use the T-Scan II occlusion analysis method. Having been personally trained by Dr. Robert Kerstein on this method, Dr. Gözler has been lecturing on the T-Scan Occlusion Analysis Method in conferences both in Turkey and abroad. Dr. Gözler has various articles and presentations on Digital Occlusion Analysis methods. He is now Head of the TMD Clinic at Prosthodontic Department of Faculty of Dentistry , Istanbul Aydın University , Turkey.",institutionString:"Istanbul Aydin University",institution:{name:"Istanbul Aydın University",country:{name:"Turkey"}}},{id:"256417",title:"Associate Prof.",name:"Sanaz",middleName:null,surname:"Sadry",slug:"sanaz-sadry",fullName:"Sanaz Sadry",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/256417/images/8106_n.jpg",biography:null,institutionString:null,institution:{name:"Istanbul Aydın University",country:{name:"Turkey"}}},{id:"240870",title:"Ph.D.",name:"Alaa Eddin Omar",middleName:null,surname:"Al Ostwani",slug:"alaa-eddin-omar-al-ostwani",fullName:"Alaa Eddin Omar Al Ostwani",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/240870/images/system/240870.jpeg",biography:"Dr. Al Ostwani Alaa Eddin Omar received his Master in dentistry from Damascus University in 2010, and his Ph.D. in Pediatric Dentistry from Damascus University in 2014. Dr. Al Ostwani is an assistant professor and faculty member at IUST University since 2014. \nDuring his academic experience, he has received several awards including the scientific research award from the Union of Arab Universities, the Syrian gold medal and the international gold medal for invention and creativity. Dr. Al Ostwani is a Member of the International Association of Dental Traumatology and the Syrian Society for Research and Preventive Dentistry since 2017. He is also a Member of the Reviewer Board of International Journal of Dental Medicine (IJDM), and the Indian Journal of Conservative and Endodontics since 2016.",institutionString:"International University for Science and Technology.",institution:{name:"Islamic University of Science and Technology",country:{name:"India"}}},{id:"42847",title:"Dr.",name:"Belma",middleName:null,surname:"Işik Aslan",slug:"belma-isik-aslan",fullName:"Belma Işik Aslan",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/42847/images/system/42847.jpg",biography:"Dr. Belma IşIk Aslan was born in 1976 in Ankara-TURKEY. After graduating from TED Ankara College in 1994, she attended to Gazi University, Faculty of Dentistry in Ankara. She completed her PhD in orthodontic education at Gazi University between 1999-2005. Dr. Işık Aslan stayed at the Providence Hospital Craniofacial Institude and Reconstructive Surgery in Michigan, USA for three months as an observer. She worked as a specialist doctor at Gazi University, Dentistry Faculty, Department of Orthodontics between 2005-2014. She was appointed as associate professor in January, 2014 and as professor in 2021. Dr. Işık Aslan still works as an instructor at the same faculty. She has published a total of 35 articles, 10 book chapters, 39 conference proceedings both internationally and nationally. Also she was the academic editor of the international book 'Current Advances in Orthodontics'. She is a member of the Turkish Orthodontic Society and Turkish Cleft Lip and Palate Society. She is married and has 2 children. Her knowledge of English is at an advanced level.",institutionString:"Gazi University Dentistry Faculty Department of Orthodontics",institution:null},{id:"202198",title:"Dr.",name:"Buket",middleName:null,surname:"Aybar",slug:"buket-aybar",fullName:"Buket Aybar",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/202198/images/6955_n.jpg",biography:"Buket Aybar, DDS, PhD, was born in 1971. She graduated from Istanbul University, Faculty of Dentistry, in 1992 and completed her PhD degree on Oral and Maxillofacial Surgery in Istanbul University in 1997.\r\nDr. Aybar is currently a full-time professor in Istanbul University, Faculty of Dentistry Department of Oral and Maxillofacial Surgery. She has teaching responsibilities in graduate and postgraduate programs. Her clinical practice includes mainly dentoalveolar surgery.\r\nHer topics of interest are biomaterials science and cell culture studies. She has many articles in international and national scientific journals and chapters in books; she also has participated in several scientific projects supported by Istanbul University Research fund.",institutionString:null,institution:{name:"Marmara University",country:{name:"Turkey"}}},{id:"178412",title:"Associate Prof.",name:"Guhan",middleName:null,surname:"Dergin",slug:"guhan-dergin",fullName:"Guhan Dergin",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/178412/images/6954_n.jpg",biography:"Assoc. Prof. Dr. Gühan Dergin was born in 1973 in Izmit. He graduated from Marmara University Faculty of Dentistry in 1999. He completed his specialty of OMFS surgery in Marmara University Faculty of Dentistry and obtained his PhD degree in 2006. In 2005, he was invited as a visiting doctor in the Oral and Maxillofacial Surgery Department of the University of North Carolina, USA, where he went on a scholarship. Dr. Dergin still continues his academic career as an associate professor in Marmara University Faculty of Dentistry. He has many articles in international and national scientific journals and chapters in books.",institutionString:null,institution:{name:"Marmara University",country:{name:"Turkey"}}},{id:"178414",title:"Prof.",name:"Yusuf",middleName:null,surname:"Emes",slug:"yusuf-emes",fullName:"Yusuf Emes",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/178414/images/6953_n.jpg",biography:"Born in Istanbul in 1974, Dr. Emes graduated from Istanbul University Faculty of Dentistry in 1997 and completed his PhD degree in Istanbul University faculty of Dentistry Department of Oral and Maxillofacial Surgery in 2005. He has papers published in international and national scientific journals, including research articles on implantology, oroantral fistulas, odontogenic cysts, and temporomandibular disorders. Dr. Emes is currently working as a full-time academic staff in Istanbul University faculty of Dentistry Department of Oral and Maxillofacial Surgery.",institutionString:null,institution:{name:"Istanbul University",country:{name:"Turkey"}}},{id:"192229",title:"Ph.D.",name:"Ana Luiza",middleName:null,surname:"De Carvalho Felippini",slug:"ana-luiza-de-carvalho-felippini",fullName:"Ana Luiza De Carvalho Felippini",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/192229/images/system/192229.jpg",biography:null,institutionString:"University of São Paulo",institution:{name:"University of Sao Paulo",country:{name:"Brazil"}}},{id:"256851",title:"Prof.",name:"Ayşe",middleName:null,surname:"Gülşen",slug:"ayse-gulsen",fullName:"Ayşe Gülşen",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/256851/images/9696_n.jpg",biography:"Dr. Ayşe Gülşen graduated in 1990 from Faculty of Dentistry, University of Ankara and did a postgraduate program at University of Gazi. \nShe worked as an observer and research assistant in Craniofacial Surgery Departments in New York, Providence Hospital in Michigan and Chang Gung Memorial Hospital in Taiwan. \nShe works as Craniofacial Orthodontist in Department of Aesthetic, Plastic and Reconstructive Surgery, Faculty of Medicine, University of Gazi, Ankara Turkey since 2004.",institutionString:"Orthodontist, Assoc Prof in the Department of Aesthetic, Plastic and Reconstructive Surgery, Faculty of Medicine, University of Gazi",institution:null},{id:"255366",title:"Prof.",name:"Tosun",middleName:null,surname:"Tosun",slug:"tosun-tosun",fullName:"Tosun Tosun",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/255366/images/7347_n.jpg",biography:"Graduated at the Faculty of Dentistry, University of Istanbul, Turkey in 1989;\nVisitor Assistant at the University of Padua, Italy and Branemark Osseointegration Center of Treviso, Italy between 1993-94;\nPhD thesis on oral implantology in University of Istanbul and was awarded the academic title “Dr.med.dent.”, 1997;\nHe was awarded the academic title “Doç.Dr.” (Associated Professor) in 2003;\nProficiency in Botulinum Toxin Applications, Reading-UK in 2009;\nMastership, RWTH Certificate in Laser Therapy in Dentistry, AALZ-Aachen University, Germany 2009-11;\nMaster of Science (MSc) in Laser Dentistry, University of Genoa, Italy 2013-14.\n\nDr.Tosun worked as Research Assistant in the Department of Oral Implantology, Faculty of Dentistry, University of Istanbul between 1990-2002. \nHe worked part-time as Consultant surgeon in Harvard Medical International Hospitals and John Hopkins Medicine, Istanbul between years 2007-09.\u2028He was contract Professor in the Department of Surgical and Diagnostic Sciences (DI.S.C.), Medical School, University of Genova, Italy between years 2011-16. \nSince 2015 he is visiting Professor at Medical School, University of Plovdiv, Bulgaria. \nCurrently he is Associated Prof.Dr. at the Dental School, Oral Surgery Dept., Istanbul Aydin University and since 2003 he works in his own private clinic in Istanbul, Turkey.\u2028\nDr.Tosun is reviewer in journal ‘Laser in Medical Sciences’, reviewer in journal ‘Folia Medica\\', a Fellow of the International Team for Implantology, Clinical Lecturer of DGZI German Association of Oral Implantology, Expert Lecturer of Laser&Health Academy, Country Representative of World Federation for Laser Dentistry, member of European Federation of Periodontology, member of Academy of Laser Dentistry. Dr.Tosun presents papers in international and national congresses and has scientific publications in international and national journals. He speaks english, spanish, italian and french.",institutionString:null,institution:{name:"Istanbul Aydın University",country:{name:"Turkey"}}},{id:"260116",title:"Dr.",name:"Mehmet",middleName:null,surname:"Yaltirik",slug:"mehmet-yaltirik",fullName:"Mehmet Yaltirik",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/260116/images/7413_n.jpg",biography:"Birth Date 25.09.1965\r\nBirth Place Adana- Turkey\r\nSex Male\r\nMarrial Status Bachelor\r\nDriving License Acquired\r\nMother Tongue Turkish\r\n\r\nAddress:\r\nWork:University of Istanbul,Faculty of Dentistry, Department of Oral Surgery and Oral Medicine 34093 Capa,Istanbul- TURKIYE",institutionString:null,institution:{name:"Istanbul University",country:{name:"Turkey"}}},{id:"171887",title:"Prof.",name:"Zühre",middleName:null,surname:"Akarslan",slug:"zuhre-akarslan",fullName:"Zühre Akarslan",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/171887/images/system/171887.jpg",biography:"Zühre Akarslan was born in 1977 in Cyprus. She graduated from Gazi University Faculty of Dentistry, Ankara, Turkey in 2000. \r\nLater she received her Ph.D. degree from the Oral Diagnosis and Radiology Department; which was recently renamed as Oral and Dentomaxillofacial Radiology, from the same university. \r\nShe is working as a full-time Associate Professor and is a lecturer and an academic researcher. \r\nHer expertise areas are dental caries, cancer, dental fear and anxiety, gag reflex in dentistry, oral medicine, and dentomaxillofacial radiology.",institutionString:"Gazi University",institution:{name:"Gazi University",country:{name:"Turkey"}}},{id:"272237",title:"Dr.",name:"Pinar",middleName:"Kiymet",surname:"Karataban",slug:"pinar-karataban",fullName:"Pinar Karataban",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/272237/images/8911_n.png",biography:"Assist.Prof.Dr.Pınar Kıymet Karataban, DDS PhD \n\nDr.Pınar Kıymet Karataban was born in Istanbul in 1975. After her graduation from Marmara University Faculty of Dentistry in 1998 she started her PhD in Paediatric Dentistry focused on children with special needs; mainly children with Cerebral Palsy. She finished her pHD thesis entitled \\'Investigation of occlusion via cast analysis and evaluation of dental caries prevalance, periodontal status and muscle dysfunctions in children with cerebral palsy” in 2008. She got her Assist. Proffessor degree in Istanbul Aydın University Paediatric Dentistry Department in 2015-2018. ın 2019 she started her new career in Bahcesehir University, Istanbul as Head of Department of Pediatric Dentistry. In 2020 she was accepted to BAU International University, Batumi as Professor of Pediatric Dentistry. She’s a lecturer in the same university meanwhile working part-time in private practice in Ege Dental Studio (https://www.egedisklinigi.com/) a multidisciplinary dental clinic in Istanbul. Her main interests are paleodontology, ancient and contemporary dentistry, oral microbiology, cerebral palsy and special care dentistry. She has national and international publications, scientific reports and is a member of IAPO (International Association for Paleodontology), IADH (International Association of Disability and Oral Health) and EAPD (European Association of Pediatric Dentistry).",institutionString:null,institution:null},{id:"172009",title:"Dr.",name:"Fatma Deniz",middleName:null,surname:"Uzuner",slug:"fatma-deniz-uzuner",fullName:"Fatma Deniz Uzuner",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/172009/images/7122_n.jpg",biography:"Dr. Deniz Uzuner was born in 1969 in Kocaeli-TURKEY. After graduating from TED Ankara College in 1986, she attended the Hacettepe University, Faculty of Dentistry in Ankara. \nIn 1993 she attended the Gazi University, Faculty of Dentistry, Department of Orthodontics for her PhD education. After finishing the PhD education, she worked as orthodontist in Ankara Dental Hospital under the Turkish Government, Ministry of Health and in a special Orthodontic Clinic till 2011. Between 2011 and 2016, Dr. Deniz Uzuner worked as a specialist in the Department of Orthodontics, Faculty of Dentistry, Gazi University in Ankara/Turkey. In 2016, she was appointed associate professor. Dr. Deniz Uzuner has authored 23 Journal Papers, 3 Book Chapters and has had 39 oral/poster presentations. She is a member of the Turkish Orthodontic Society. Her knowledge of English is at an advanced level.",institutionString:null,institution:null},{id:"332914",title:"Dr.",name:"Muhammad Saad",middleName:null,surname:"Shaikh",slug:"muhammad-saad-shaikh",fullName:"Muhammad Saad Shaikh",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Jinnah Sindh Medical University",country:{name:"Pakistan"}}},{id:"315775",title:"Dr.",name:"Feng",middleName:null,surname:"Luo",slug:"feng-luo",fullName:"Feng Luo",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Sichuan University",country:{name:"China"}}},{id:"344229",title:"Dr.",name:"Sankeshan",middleName:null,surname:"Padayachee",slug:"sankeshan-padayachee",fullName:"Sankeshan Padayachee",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"University of the Witwatersrand",country:{name:"South Africa"}}},{id:"315727",title:"Ms.",name:"Kelebogile A.",middleName:null,surname:"Mothupi",slug:"kelebogile-a.-mothupi",fullName:"Kelebogile A. Mothupi",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"University of the Witwatersrand",country:{name:"South Africa"}}},{id:"423519",title:"Dr.",name:"Sizakele",middleName:null,surname:"Ngwenya",slug:"sizakele-ngwenya",fullName:"Sizakele Ngwenya",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"University of the Witwatersrand",country:{name:"South Africa"}}},{id:"337613",title:"Mrs.",name:"Tshakane",middleName:null,surname:"R.M.D. Ralephenya",slug:"tshakane-r.m.d.-ralephenya",fullName:"Tshakane R.M.D. Ralephenya",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"University of the Witwatersrand",country:{name:"South Africa"}}},{id:"419270",title:"Dr.",name:"Ann",middleName:null,surname:"Chianchitlert",slug:"ann-chianchitlert",fullName:"Ann Chianchitlert",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Walailak University",country:{name:"Thailand"}}},{id:"419271",title:"Dr.",name:"Diane",middleName:null,surname:"Selvido",slug:"diane-selvido",fullName:"Diane Selvido",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Walailak University",country:{name:"Thailand"}}},{id:"419272",title:"Dr.",name:"Irin",middleName:null,surname:"Sirisoontorn",slug:"irin-sirisoontorn",fullName:"Irin Sirisoontorn",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:null,institutionString:null,institution:{name:"Walailak University",country:{name:"Thailand"}}}]}},subseries:{item:{id:"11",type:"subseries",title:"Cell Physiology",keywords:"Neurodevelopment and Neurodevelopmental Disease, Free Radicals, Tumor Metastasis, Antioxidants, Essential Fatty Acids, Melatonin, Lipid Peroxidation Products and Aging Physiology",scope:"
\r\n\tThe integration of tissues and organs throughout the mammalian body, as well as the expression, structure, and function of molecular and cellular components, is essential for modern physiology. The following concerns will be addressed in this Cell Physiology subject, which will consider all organ systems (e.g., brain, heart, lung, liver; gut, kidney, eye) and their interactions: (1) Neurodevelopment and Neurodevelopmental Disease (2) Free Radicals (3) Tumor Metastasis (4) Antioxidants (5) Essential Fatty Acids (6) Melatonin and (7) Lipid Peroxidation Products and Aging Physiology.
",coverUrl:"https://cdn.intechopen.com/series_topics/covers/11.jpg",hasOnlineFirst:!0,hasPublishedBooks:!0,annualVolume:11407,editor:{id:"133493",title:"Prof.",name:"Angel",middleName:null,surname:"Catala",slug:"angel-catala",fullName:"Angel Catala",profilePictureURL:"https://mts.intechopen.com/storage/users/133493/images/3091_n.jpg",biography:"Prof. Dr. Angel Catalá \r\nShort Biography Angel Catalá was born in Rodeo (San Juan, Argentina). He studied \r\nchemistry at the Universidad Nacional de La Plata, Argentina, where received aPh.D. degree in chemistry (Biological Branch) in 1965. From\r\n1964 to 1974, he worked as Assistant in Biochemistry at the School of MedicineUniversidad Nacional de La Plata, Argentina. From 1974 to 1976, he was a Fellowof the National Institutes of Health (NIH) at the University of Connecticut, Health Center, USA. From 1985 to 2004, he served as a Full Professor oBiochemistry at the Universidad Nacional de La Plata, Argentina. He is Member ofthe National Research Council (CONICET), Argentina, and Argentine Society foBiochemistry and Molecular Biology (SAIB). His laboratory has been interested for manyears in the lipid peroxidation of biological membranes from various tissues and different species. Professor Catalá has directed twelve doctoral theses, publishedover 100 papers in peer reviewed journals, several chapters in books andtwelve edited books. Angel Catalá received awards at the 40th InternationaConference Biochemistry of Lipids 1999: Dijon (France). W inner of the Bimbo PanAmerican Nutrition, Food Science and Technology Award 2006 and 2012, South AmericaHuman Nutrition, Professional Category. 2006 award in pharmacology, Bernardo\r\nHoussay, in recognition of his meritorious works of research. Angel Catalá belongto the Editorial Board of Journal of lipids, International Review of Biophysical ChemistryFrontiers in Membrane Physiology and Biophysics, World Journal oExperimental Medicine and Biochemistry Research International, W orld Journal oBiological Chemistry, Oxidative Medicine and Cellular Longevity, Diabetes and thePancreas, International Journal of Chronic Diseases & Therapy, International Journal oNutrition, Co-Editor of The Open Biology Journal.",institutionString:null,institution:{name:"National University of La Plata",institutionURL:null,country:{name:"Argentina"}}},editorTwo:null,editorThree:null,series:{id:"10",title:"Physiology",doi:"10.5772/intechopen.72796",issn:"2631-8261"},editorialBoard:[{id:"186048",title:"Prof.",name:"Ines",middleName:null,surname:"Drenjančević",slug:"ines-drenjancevic",fullName:"Ines Drenjančević",profilePictureURL:"https://mts.intechopen.com/storage/users/186048/images/5818_n.jpg",institutionString:null,institution:{name:"University of Osijek",institutionURL:null,country:{name:"Croatia"}}},{id:"187859",title:"Prof.",name:"Kusal",middleName:"K.",surname:"Das",slug:"kusal-das",fullName:"Kusal Das",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bSBDeQAO/Profile_Picture_1623411145568",institutionString:"BLDE (Deemed to be University), India",institution:null},{id:"79615",title:"Dr.",name:"Robson",middleName:null,surname:"Faria",slug:"robson-faria",fullName:"Robson Faria",profilePictureURL:"https://mts.intechopen.com/storage/users/79615/images/system/79615.png",institutionString:null,institution:{name:"Oswaldo Cruz Foundation",institutionURL:null,country:{name:"Brazil"}}},{id:"84459",title:"Prof.",name:"Valerie",middleName:null,surname:"Chappe",slug:"valerie-chappe",fullName:"Valerie Chappe",profilePictureURL:"https://mts.intechopen.com/storage/users/84459/images/system/84459.jpg",institutionString:null,institution:{name:"Dalhousie University",institutionURL:null,country:{name:"Canada"}}}]},onlineFirstChapters:{paginationCount:10,paginationItems:[{id:"82112",title:"Comparative Senescence and Lifespan",doi:"10.5772/intechopen.105137",signatures:"Hassan M. 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We encourage the submission of manuscripts that provide novel and mechanistic insights that report significant advances in the fields. Topics can include but are not limited to: Biotechnology such as biotechnological products and process engineering; Biotechnologically relevant enzymes and proteins; Bioenergy and biofuels; Applied genetics and molecular biotechnology; Genomics, transcriptomics, proteomics; Applied microbial and cell physiology; Environmental biotechnology; Methods and protocols. Moreover, topics in biosensor technology, like sensors that incorporate enzymes, antibodies, nucleic acids, whole cells, tissues and organelles, and other biological or biologically inspired components will be considered, and topics exploring transducers, including those based on electrochemical and optical piezoelectric, thermal, magnetic, and micromechanical elements. Chapters exploring biomaterial approaches such as polymer synthesis and characterization, drug and gene vector design, biocompatibility, immunology and toxicology, and self-assembly at the nanoscale, are welcome. Finally, the tissue engineering subcategory will support topics such as the fundamentals of stem cells and progenitor cells and their proliferation, differentiation, bioreactors for three-dimensional culture and studies of phenotypic changes, stem and progenitor cells, both short and long term, ex vivo and in vivo implantation both in preclinical models and also in clinical trials.",annualVolume:11405,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/9.jpg",editor:{id:"126286",title:"Dr.",name:"Luis",middleName:"Jesús",surname:"Villarreal-Gómez",fullName:"Luis Villarreal-Gómez",profilePictureURL:"https://mts.intechopen.com/storage/users/126286/images/system/126286.jpg",institutionString:null,institution:{name:"Autonomous University of Baja California",institutionURL:null,country:{name:"Mexico"}}},editorTwo:null,editorThree:null,editorialBoard:[{id:"35539",title:"Dr.",name:"Cecilia",middleName:null,surname:"Cristea",fullName:"Cecilia Cristea",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002aYQ65QAG/Profile_Picture_1621007741527",institutionString:null,institution:{name:"Iuliu Hațieganu University of Medicine and Pharmacy",institutionURL:null,country:{name:"Romania"}}},{id:"40735",title:"Dr.",name:"Gil",middleName:"Alberto Batista",surname:"Gonçalves",fullName:"Gil Gonçalves",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002aYRLGQA4/Profile_Picture_1628492612759",institutionString:null,institution:{name:"University of Aveiro",institutionURL:null,country:{name:"Portugal"}}},{id:"211725",title:"Associate Prof.",name:"Johann F.",middleName:null,surname:"Osma",fullName:"Johann F. 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