Intraoral ultrasound device: technical specifications of the ultrasound signal.
\r\n\t
",isbn:"978-1-83969-561-2",printIsbn:"978-1-83969-560-5",pdfIsbn:"978-1-83969-562-9",doi:null,price:0,priceEur:0,priceUsd:0,slug:null,numberOfPages:0,isOpenForSubmission:!0,hash:"65f2a1fef9c804c29b18ef3ac4a35066",bookSignature:"Dr. Luis Loures",publishedDate:null,coverURL:"https://cdn.intechopen.com/books/images_new/10756.jpg",keywords:"Urban Processes, Urban Patterns, Redevelopment Strategies, Landscape, Land Transformation, Urban Models, Urban Evolution, Urban Organisation, Legislation, Sustainable Development, Green Infrastructure, Regional Planning",numberOfDownloads:null,numberOfWosCitations:0,numberOfCrossrefCitations:null,numberOfDimensionsCitations:null,numberOfTotalCitations:null,isAvailableForWebshopOrdering:!0,dateEndFirstStepPublish:"February 23rd 2021",dateEndSecondStepPublish:"March 22nd 2021",dateEndThirdStepPublish:"May 21st 2021",dateEndFourthStepPublish:"August 9th 2021",dateEndFifthStepPublish:"October 8th 2021",remainingDaysToSecondStep:"24 days",secondStepPassed:!1,currentStepOfPublishingProcess:2,editedByType:null,kuFlag:!1,biosketch:"Dr. Loures has worked on pioneering research on circular planning applied to post-industrial landscape redevelopment. Since he graduated he has published several peer-reviewed papers at the national and international levels and he has been a guest researcher and lecturer both at Michigan State University (USA) and at the University of Toronto (Canada) where he has developed part of his Ph.D. research with the Financial support from the Portuguese Foundation for Science and Technology (Ph.D. grant).",coeditorOneBiosketch:null,coeditorTwoBiosketch:null,coeditorThreeBiosketch:null,coeditorFourBiosketch:null,coeditorFiveBiosketch:null,editors:[{id:"108118",title:"Dr.",name:"Luis",middleName:null,surname:"Loures",slug:"luis-loures",fullName:"Luis Loures",profilePictureURL:"https://mts.intechopen.com/storage/users/108118/images/system/108118.png",biography:"Luís Loures is a Landscape Architect and Agronomic Engineer, Vice-President of the Polytechnic Institute of Portalegre, who holds a Ph.D. in Planning and a Post-Doc in Agronomy. Since he graduated, he has published several peer reviewed papers at the national and international levels and he has been a guest researcher and lecturer both at Michigan State University (USA), and at University of Toronto (Canada) where he has developed part of his Ph.D. research with the Financial support from the Portuguese Foundation for Science and Technology (Ph.D. grant).\nDuring his academic career he had taught in several courses in different Universities around the world, mainly regarding the fields of landscape architecture, urban and environmental planning and sustainability. Currently, he is a researcher both at VALORIZA - Research Centre for Endogenous Resource Valorization – Polytechnic Institute of Portalegre, and the CinTurs - Research Centre for Tourism, Sustainability and Well-being, University of Algarve where he is a researcher on several financed research projects focusing several different investigation domains such as urban planning, landscape reclamation and urban redevelopment, and the use of urban planning as a tool for achieving sustainable development.",institutionString:"Polytechnic Institute of Portalegre",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"8",totalChapterViews:"0",totalEditedBooks:"2",institution:{name:"Polytechnic Institute of Portalegre",institutionURL:null,country:{name:"Portugal"}}}],coeditorOne:null,coeditorTwo:null,coeditorThree:null,coeditorFour:null,coeditorFive:null,topics:[{id:"10",title:"Earth and Planetary Sciences",slug:"earth-and-planetary-sciences"}],chapters:null,productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"},personalPublishingAssistant:{id:"205697",firstName:"Kristina",lastName:"Kardum Cvitan",middleName:null,title:"Ms.",imageUrl:"https://mts.intechopen.com/storage/users/205697/images/5186_n.jpg",email:"kristina.k@intechopen.com",biography:"As an Author Service Manager my responsibilities include monitoring and facilitating all publishing activities for authors and editors. From chapter submission and review, to approval and revision, copyediting and design, until final publication, I work closely with authors and editors to ensure a simple and easy publishing process. I maintain constant and effective communication with authors, editors and reviewers, which allows for a level of personal support that enables contributors to fully commit and concentrate on the chapters they are writing, editing, or reviewing. I assist authors in the preparation of their full chapter submissions and track important deadlines and ensure they are met. I help to coordinate internal processes such as linguistic review, and monitor the technical aspects of the process. As an ASM I am also involved in the acquisition of editors. 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Venkateswarlu",coverURL:"https://cdn.intechopen.com/books/images_new/371.jpg",editedByType:"Edited by",editors:[{id:"58592",title:"Dr.",name:"Arun",surname:"Shanker",slug:"arun-shanker",fullName:"Arun Shanker"}],productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"878",title:"Phytochemicals",subtitle:"A Global Perspective of Their Role in Nutrition and Health",isOpenForSubmission:!1,hash:"ec77671f63975ef2d16192897deb6835",slug:"phytochemicals-a-global-perspective-of-their-role-in-nutrition-and-health",bookSignature:"Venketeshwer Rao",coverURL:"https://cdn.intechopen.com/books/images_new/878.jpg",editedByType:"Edited by",editors:[{id:"82663",title:"Dr.",name:"Venketeshwer",surname:"Rao",slug:"venketeshwer-rao",fullName:"Venketeshwer Rao"}],productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"4816",title:"Face Recognition",subtitle:null,isOpenForSubmission:!1,hash:"146063b5359146b7718ea86bad47c8eb",slug:"face_recognition",bookSignature:"Kresimir Delac and Mislav Grgic",coverURL:"https://cdn.intechopen.com/books/images_new/4816.jpg",editedByType:"Edited by",editors:[{id:"528",title:"Dr.",name:"Kresimir",surname:"Delac",slug:"kresimir-delac",fullName:"Kresimir Delac"}],productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}}]},chapter:{item:{type:"chapter",id:"68386",title:"Marginal Bone Changes around Dental Implants after LIPUS Application: CBCT Study",doi:"10.5772/intechopen.87220",slug:"marginal-bone-changes-around-dental-implants-after-lipus-application-cbct-study",body:'\nThe introduction of osseointegration, in 1969, by Professor Per-Ingvar Brånemark, at the Institute of Applied Biotechnology, University of Goteborg, [1] opened new avenues in the dental implant treatment for the partially or fully edentulous patients [2]. Titanium endosseous implants are widely used successfully in association with this treatment modality. Various investigations proved this method to be superior for long-term prognosis for dental implant treatment [3, 4].
\nOsseointegration is a process of connecting structurally and functionally an ordered living bone with load-carrying implant [5]. When histologic features of the osseointegration were observed, functional ankylosis was found without any intrusion of connective or fibrous tissues between the implant surface and bone [6]. However, in some situations, osseointegration does not take place adequately and at times leads to implant failure. Continuous investigations looking into implant’s chemical and physical characteristics, structures, and the biological responses from the surrounding bone are being conducted to identify its cause.
\nImplant success depends upon successful osseointegration. Evaluation of the bone surrounding the implant is a common method for observing the implant prognosis [7, 8, 9]. Care of the bone that supports the implant is vital for the beneficial results of the implant treatment [10].
\nVarious studies have shown that there were changes in the marginal bone level and loss of different amount of bone that occur mostly during the first year of dental implant placement [11, 12, 13]. Assessment of changes in marginal bone height is considered an important parameter in evaluating implant success [14, 15]. Excessive marginal bone loss after implant or following prosthesis may be seen in the first year. However, in the early phase of osseointegration, the process of bone healing is not well understood [16].
\nOne of the etiological factors of marginal bone loss is the disruption of the periosteum and blood supply during flap elevation and placement of implant [17]. Some studies showed that less marginal bone loss was noticed when flapless technique is used as compared with full-thickness flap technique that showed more marginal bone loss during healing period [18, 19, 20, 21].
\nOther studies showed that periosteum disruption not only affects marginal bone level but also has other effects on bone formation around the implant during the healing period that compromise the stability of the implant and delay healing [21, 22].
\nPrevious studies [19, 23] reported that the decreased blood supply to the bone after periosteum elevation has the same effect of flapless technique on the level of marginal bone and bone formation rhythm.
\nContinuous bone resorption affects function and esthetic. There are several ways to restore and regenerate bone such as advocating bone grafting procedures, usage of growth factors, laser therapy in low levels, and therapeutic ultrasound.
\nLow-intensity pulsed ultrasound (LIPUS) stimulation is a classical therapeutic modality for bone regeneration. Its efficiency has been widely reported over the years. LIPUS stimulation can be used as a tool to enhance tooth and periodontal regeneration [24].
\nDella Rocca [25] in her study on the effect of LIPUS on bone regeneration on Wistar rats confirmed that LIPUS can consolidate fractures and reduce bone healing time. It is also shown that LIPUS enhances bone regeneration based on its angiogenic and osteogenic values both before and after dental implant placement [26, 27].
\nUltrasound has been discovered 50 years ago for therapeutic and diagnostic uses in the medical field. Ultrasound refers to the sound with frequency greater than that audible by the human ear. It is a mechanical compression-rarefaction wave that travels through the tissue, producing both thermal and nonthermal effects [28].
\nThe thermal effects of ultrasound can increase the temperature of deep tissue with high collagen content to increase the extensibility of the tissue or to control pain. The nonthermal effects of ultrasound can alter cell membrane permeability, thus facilitating tissue healing and transdermal drug penetration. Therapeutic ultrasound may also facilitate calcium resorption. To achieve these treatment outcomes, appropriate frequency, intensity, duty cycle, and duration of ultrasound must be selected and applied.
\nIn evaluating an ultrasound device for the clinical application, one should consider the appropriateness of the available heads and BNRs for the types of problems expected to be treated with the device [28].
\nTransthoracic ultrasound (US) examination can be used for (1) chest wall lesions; (2) pleural lesions such as pleural effusion, pleural thickening, or pleural tumors; (3) peridiaphragmatic lesions; (4) peripheral pulmonary lesions which abut the pleura; (5) pulmonary lesions with an accessible US window; and (6) mediastinal tumors in contact with the chest wall [29, 30, 31].
\nOn US, pleural effusion is characterized by an echo-free or hypo echoic space between the visceral and parietal pleurae that can change shape with respiration. On US, peripheral lung tumors appear as well-defined, homogeneous, hypo echoic, or echogenic nodules with posterior acoustic enhancement.
\nDiagnostic US is efficiently used for the visceral examinations, e.g., the liver, pancreas, kidneys, etc., at 3 MHz frequency. The neck, breast, and children are examined using a frequency of 5–7 MHz. The increase in the frequency in the ultrasound examination increases the visibility and discrimination of details of the image.
\nDiagnosis of benign or malignant growth in the uterus, fallopian tubes, and ovary is routinely made in the obstetrics using ultrasound. It is also used for the progressive assessment of pregnancy.
\nHarris [32] claimed that therapeutic ultrasound increases the blood supply and the deposition of new healthy callus replacing the necrotic bone. Therefore, therapeutic ultrasound can be used as conservative method of management of osteoradionecrosis of the mandible.
\nUltrasound and some other physical factors stimulate the bone healing process by increasing the intracellular calcium levels. Deposition of intracellular calcium enhances the formation of bone [33]. In vivo and in vitro studies have shown that ultrasound treatment increases the activity of alkaline phosphatase in spontaneous and experimental fractures in rats and rabbits as compared with untreated animals [34, 35, 36].
\nAnimal and clinical studies conducted in two phases by John et al. [37] reported that ultrasound-treated groups have increased formation of callus. Increased activity of the osteoblasts was observed cytologically in the ultrasound-treated group.
\nGeneral guidelines of parameters for ultrasound therapy are given for different clinical applications as follow [28]:
Duty cycle: The proportion of the total treatment time that the ultrasound is on. This can be expressed as a percentage or a ratio: 20 or 1:5 duty cycle, that is, 20% of the time on and 80% of the time off.
Effective radiating area (ERA): The area of the transducer that radiates ultrasound energy is known as ERA. ERA is smaller in comparison with the area of the treatment head.
Frequency: Frequency is the measure of compression-refraction cycles per unit of time. It can be expressed in Hertz (Hz) or cycle per second. Frequency used for therapeutic purposes ranges from 1 to 3 MHz. Increment in the frequency decreases the concentration and depth of penetration of the ultrasound energy in the tissues.
Intensity: Intensity demonstrates power per unit area of the sound head. It is expressed in watts per centimeter squared (W/cm2). The recommended limit of the intensity for therapeutic purposes is 3 W/cm2 by the World Health Organization.
Power: It is the amount of aural energy per unit time. It is expressed in watts (W).
Pulsed ultrasound: During the treatment, periodic or sporadic supply of ultrasound is known as pulsed ultrasound.
Spatial average intensity: The average intensity of the ultrasound output over the area of the transducer.
Spatial average temporal average (SATA) intensity: The spatial average intensity of the ultrasound averaged over the on time and the off time of the pulse.
Spatial average temporal peak (SATP) intensity: The spatial average intensity of the ultrasound during the on time of the pulse. This is a measure of the amount of energy delivered to the tissue.
Although the exact mechanism of LIPUS interaction with the viable tissues and stimulation of bone healing is still unclear, there are several studies that showed that LIPUS stimulates regeneration of the bone and decreases the osseointegration time and promotion of the quality of osseointegration [38].
\nThe mechanism behind the effect of LIPUS on bone regeneration might start from the mechanotransduction pathways of LIPUS on bone wound healing which is considered a complex process as numerous cell types respond to this stimulus involving several pathways. Mechanotransduction refers to the processes through which cells sense and respond to mechanical stimuli by converting them to biochemical signals that elicit specific cellular responses [39]. Typically the mechanical stimulus gets filtered in the conveying medium before reaching the site of mechanotransduction. Cellular responses to mechanotransduction are variable and give rise to a variety of changes and sensations. From definition of mechanotransduction, LIPUS promotes activation of osteoblast and other necessary cells’ function which are considered decisive elements in bone healing by increasing proliferation, migration, and differentiation of these cells and changing it from inactive phase to active cells. The cellular responses underlying this mechanism are termed mechanotransduction [40].
\nIngber [41] demonstrated in his work that the integrins are the most important key in the transduction of the ultrasound signals with evolutionary conserved mechanoreceptors, are expressed by various cell types, and convert mechanical signal into biochemical response. This form of sensory transduction is responsible for a number of senses and physiological processes in the body, including proprioception, touch, balance, and hearing. Mechanotransduction involves various signal transduction pathways, including the activation of ion channels and other mechanoreceptors in the membrane of the bone cell, resulting in gene regulation in the nucleus [42]. Identification and functional characterization of the mechanotransduction components may improve bone tissue engineering. In this process, a mechanically gated ion channel makes it possible for sound, pressure, or movement to cause a change in the excitability of specialized sensory cells and sensory neurons [43]. The stimulation of a mechanoreceptor causes mechanically sensitive ion channels to open and produce a transduction current that changes the membrane potential of the cell.
\nPadilla et al. [44] and Sato et al. [45] updated the information in this area of interest that the mechanotransduction pathways involved in cell responses include integrin/mitogen-activated protein kinase (MAPK) and other kinase signaling pathways, gap-junctional intercellular communication, upregulation and clustering of integrins, involvement of the COX-2/PGE2 and iNOS/NO pathways, and activation of mechanoreceptor. Along with the direct effect of ultrasound, sensitizing mechanosensitive receptors, channels of the cell and the indirect effect of acoustic streaming-governed-shear stress on the cell surface (Figure 1). Acoustic streaming, giving rise to a unidirectional bulk fluid movement, can improve the circulation of molecules within the extracellular matrix in the culture wall, or trigger fluid flow in vivo, and thereby increase the delivery of cytokines secreted by other cell participants or other essential nutrients, and remove cellular waste products [46]. Tang et al. [47] stressed with his co-worker that the transmembrane mechanoreceptors increased surface expression in rat primary osteoblasts (in vitro study) of a2, a5, b1, and b3 integrins and clustering of b1 and b3 integrins have been shown to be upregulated within 24 hours after 20-minute treatment with LIPUS. In the same cell type, but using continuous ultrasound exposure, enhanced expression of a2, a5, and b1 integrins has also been reported and also showed upregulated expression [36]. After ultrasound exposure in mouse, osteoblasts isolated from long bones, gene expression was also significantly upregulated of a2, a5, and b1 integrins, whereas Watabe et al. [48] revealed in his vitro study that only expression of a5 was enhanced in mouse mandibular and calvaria-derived osteoblasts stimulated with LIPUS. Zhou et al. [49] explained in his amazing work that inhibiting b1 integrin by blocking antibody or RGD peptide in human primary skin fibroblasts led to restoring basal levels of DNA synthesis, which had been upregulated in response to ultrasound before.
\nSummary of hypothetical LIPUS effects on bone cellular events in vitro data. The columns represent the four phases during in vivo endochondral bone fracture healing: phase 1, early events soon after the bone injury: hematoma formation, inflammation, and migration of osteogenic precursors; phase 2, angiogenesis, proliferation of mesenchymal stem cells (MSCs), and osteoblasts and osteogenic differentiation; phase 3, chondrogenesis and maturation of osteoblast; and phase 4, maturation of chondrocytes, woven bone formation, and remodeling [44].
Ren et al. [50] has reported that p38 MAPK kinase is crucial for LIPUS to induce and enhance differentiation of human periodontal ligament cells (HPDLC) which are similar to mesenchymal stem cells and can undergo osteogenic differentiation. Treatment of cells with the p38 inhibitor significantly reduced ALP activity, osteocalcin concentration, and matrix mineralization in response to LIPUS, compared to the control group, where no inhibitor was added [44]. Whitney et al. [51] also explained in his study that the LIPUS in continuous mode caused more intense phosphorylation of FAK, Src, p130Cas, CrkII, and Erk1/Erk2 in primary human chondrocyte culture, suggesting that this pathway is involved in US-induced mechanotransduction mechanism. However, several studies in mechanotransduction suggested that voltage-sensitive calcium channels (VSCCs) have been reported to be the key regulators of intracellular calcium signaling in osteoblasts for bone formation [40].
\nMost recently, Kang et al. [52] studied the effects of 20 minutes a day stimulation by a low-intensity ultrasound (1 MHz, 30 mW/cm2 continuous sine wave) in combination with cyclic vibratory strain (1 Hz, 10% strain) on MC3T3-E1 cells in a 3D scaffold. The stimulation did not change the cell proliferation over a period of 10 days, but significantly upregulated several gene expressions—COL-I, OC, RUNX2, and OSX—indicating accelerated differentiation.
\nThe accessibility of the crucial factors to the compromised cells supports their viability and maintains the indispensable microenvironment in the healing fracture through the regulation of pH and oxygenation, which may be enhanced by the ultrasound treatment. A mechanism of improved oxygen and nutrient transport in response to ultrasound has been suggested by Pitt and Ross [53].
\nThese studies suggest that LIPUS are able to enhance osteogenesis and angiogenesis in vivo and in vitro as was well documented by literature review that angiogenesis precedes osteogenesis process [54]. Angiogenesis is closely associated with osteogenesis where reciprocal interactions between endothelial and osteoblast cells play an important role in bone regeneration [55].
\nAngiogenesis has a key role in bone repair by not only facilitating the supply of oxygen and nutrients required for bone repair and the removal of waste products but also by providing conduits for the invasion of osteoblast and osteoclast progenitors into the healing site [56]. Vascular endothelial growth factor (VEGF) is a potent and vital angiogenic cytokine. It is a specific mitogen for vascular endothelial cells (ECs) [57]. Shiraishi et al. [58] demonstrated in his vitro study that the application of LIPUS led to the upregulation of interleukin-8, basic fibroblast growth factor, vascular endothelial growth factor, and non-collagenous bone proteins, and the downregulation of osteoclasts resulted in bone regeneration. El-Bialy et al.’s [59] study in vivo has demonstrated that therapeutic LIPUS can promote bone repair and regeneration, accelerate bone fracture healing, and enhance osteogenesis at the distraction site on rabbits ultimately offering long-term benefits to patients.
\nLow-intensity pulsed ultrasound technique is used for the evaluation of bone growth in the permeable implant surface [60]. Pulsed ultrasound produces a pressure wave which serves as a noninvasive mechanical stimulus and promotes the growth at the site of injury. Amplitude of the pulse is kept as low as 0.3 mm showing no ill effects on the process of recovery. However, mechanism of cellular response produced by ultrasound is not well defined [61, 62]. Low-intensity pulsed ultrasound, which is used for only few minutes in routine, has shown beneficial role in the healing evidenced by experimental and clinical trials [62, 63].
\nThe intensity of ultrasound used for soft tissue application ranges from 500 to 3000 mW/cm2. Much of the clinical benefits from the ultrasound in physical therapy have been attributed to the controlled heating of the tissue. Because heating bone may also have significant deleterious effects, intensity used for bone application is much lower, in the range 30 mW/cm2, which does not induce applicable heating of treated hard and soft tissues [64].
\n\n
Ultrasound is widely used for fracture detection in dentistry. Fractures of the nasal bone, orbital rim, maxilla, and mandible zygomatic arch are commonly detected by ultrasound. The position of the mandibular condyles is also located by ultrasound. To observe the healing fractures after surgery can be easily performed by ultrasound [66].
Focal disease or parotid lesions can be observed easily using an ultrasound.
This study was a randomized controlled clinical trial (RCT) in which patients who visited the University Dental Hospital Sharjah (UDHS) for dental treatment and requested for oral rehabilitation of their missing teeth were selected for dental implant therapy. Those patients were examined in the oral surgery implant clinic and provided with new registration serial number. All the odd number patients were in the trial (ultrasound) group, and the even numbers were in the control group.
\nThe aims and objectives of this study were to evaluate the effect of ultrasound therapy on osseointegration using clinical assessments, measurements of RFA values, and radiological assessments using linear measurement of marginal bone loss around the dental implant-supported prostheses using CBCT. The selected age groups were between 20 and 40 years old. All patients were recruited following specific criteria of inclusion and exclusion. Patients of this study were divided into two groups, namely, ultrasound and control; each patient received one dental implant to replace single missing maxillary first or second premolar teeth. In the first trial group (ultrasound), the ultrasound therapy was applied twice a week for 20 minutes that commenced 2 weeks after stage I implant surgery and continued for 10 weeks. At 2 months, uncovery and placement of gingival former for 10 days were carried on for all patients in both groups (ultrasound and control), then the impression taking was done for all patients, and installation of screw-retained porcelain to fused crown was performed 2 weeks later after the impression was taken. The same ultrasound therapy protocol was repeated 2 weeks after the crown installation for another 10 weeks. In the control group, patients were not subjected to application of ultrasound therapy. Clinical data collections composed of measurements of resonance frequency analysis (RFA) values using Osstell ISQ device and linear measurements of different variables using CBCT images taken immediately after the placement of the implant and during follow-up clinical examinations at 3 and 6 months postoperatively.
\n\n
Thorough medical and dental histories were taken from all patients presented in the study project. General clinical assessment of oral hygiene and gingival and periodontal health in terms of gingival color, contour, size, and consistency was documented. The height and width of the available bone around the potential site of the dental implant were assessed using a bone caliper.
\nAn orthopantomogram (OPG) and intraoral periapical radiograph (IOPA) were taken preoperatively during patient selection and were kept in the patient’s record; they gave an indication about the location and proximity of the vital structures and anatomical landmarks, bone quality, quantity and the presence of sufficient bone height and width in terms of mesiodistal dimension around the dental implant, absence of pathological lesions that may affect the outcome of dental implant success (periapical cysts, granulomas, osteomyelitis), and the angulation and position of the potential dental implant in relation to the adjacent teeth.
\nAll patients underwent two stages of implant surgeries. Stage I implant surgery was performed in which one SPI dental implant (THOMMEN Medical SPI ELEMENT MC INICELL) bone level type with a length of 9.5 mm and a diameter of 4 mm was positioned in the maxillary edentulous premolar area in each patient of the 22 sample size. A stage II implant surgery was carried on after 2 months of implant placement in which the dental implant had to be uncovered and impression was taken for crown installation.
\n\n
The ultrasound group patients (n = 11) were then subjected to the application of low-intensity pulsed ultrasound 2 weeks following stage I implant surgery placement. The machine employed was Gymna Pulson® 330 Belgium (Figure 2). The intensity of ultrasound therapy used was 30 mW/cm2 with a frequency of 1.5 MHz and temporal average power of 20 mW (Table 1). The therapy was delivered intraorally on the buccal part of the implant site for duration of 20 minutes twice a week starting 2 weeks after dental implant placement for the subsequent 10 weeks (Figure 3). At 2 months, uncovery and placement of gingival former for 10 days were carried on, then the impression taking was done for all patients, and installation of screw-retained porcelain to fused crown was performed 2 weeks later after the impression was taken. The same ultrasound therapy protocol was repeated 2 weeks after the crown installation for another 10 weeks.
Clinical data collections composed of resonance frequency analysis (RFA) value measurements using Osstell ISQ device (Figure 4) and linear measurements of CBCT images at three different views were taken immediately after the placement of the implant and in the follow-up clinical examinations at 3 and 6 months postoperatively.
The therapeutic ultrasound machine Gymna Pulson® 330 with intraoral probe and actual setting parameters on display.
Ultrasound frequency | \n1.5 MHz | \n
Intensity (SATA) | \n30 mW/cm2\n | \n
Temporal average power | \n20 W | \n
Intraoral ultrasound device: technical specifications of the ultrasound signal.
Kerr et al. [65].
Ultrasound therapy delivered using probe on the buccal aspect of the implant site.
RFA measurement procedure, the probe close to the SmartPeg™. (A) At bucco-palatal and mesio-distal directions, a value of 70 reveals as primary stability on the day of implant placement surgery (B).
The control group patients (n = 11) were not subjected to the application of ultrasound therapy. Those patients went through two stages of implant placement surgery. At stage I implant surgery, the dental implant was placed to replace a single missing maxillary premolar tooth. Uncovery and impression were taken for the dental implant at stage II implant surgery, and supra-structure prosthetic construction comprising of screw-retained porcelain fused to metal crown was inserted at 2 months postoperatively. Clinical data collections composed of resonance frequency analysis (RFA) value measurements using Osstell ISQ device and linear measurements of CBCT images at three different views were taken immediately after the placement of the implant and in the follow-up clinical examinations at 3 and 6 months postoperatively.
\nThe CBCT scan of each patient was carried out at the Radiographic Department, University Dental Hospital Sharjah, Sharjah, United Arab Emirates. All patients underwent computed tomography scans using GALILEOS; then, the data are converted to DICOM format in which they get exported to USM to be processed using Planmeca Promexis 3D software, and then the data returned to UDHS where data collection started (Figure 5).
\nFlowchart of steps for data transformation from UDHS to USM.
The machine used produces X-rays in cone shape that centers on the X area of the detector. Its tube detector system can be rotated at 360° around the patient’s head which exposes the patient for a series of images to be taken by GALILEOS/Sirona Dental Systems Scan specifications summarized in Table 2.
\nScanner name | \nGALILEOS ComfortPLUS\n | \n
---|---|
Manufacturer | \nSirona Dental Systems GmbH, Bensheim, Germany | \n
Detector type | \nImage intensifier (I.I.), Thales or Siemens | \n
Focal spot size | \n0.5 | \n
Voltage kV | \n85 | \n
Current mA | \n10 | \n
Exposure time | \n14 seconds | \n
Number of single exposures 200 | \n200 | \n
Specifications of CBCT machine used in Dental clinic, UDHS.
The cone beam volumetric tomography (CBVT) X-ray unit used in this study was Planmeca ProMax 3D Max. It records the finest details of the patient’s oral anatomy. It offers a maximum field view (Ø23 × 26 cm) which explores new possibilities in diagnostic radiology. It has an advanced imaging software system that increases its benefits.
\nCBVT technology is utilized in Planmeca ProMax 3D Max. It is an advanced, multipurpose, and active imaging machine. It can be utilized in various fields of dentistry that include maxillofacial surgery, implantology, endodontic, orthodontics, periodontics, and for the analysis of TMJ. The newly designed advanced ProMax has evolved into a classical 3D platform with CBVT.
\nInstead of a continuous beam, each volume is produced by throbbing the X-ray tube during the scanning. It reduces the dose as well as the rotational distortions during the scanning procedure. The total time required for scanning may be from 18 to 26 seconds. However, the exact exposure time may be only 3 seconds. Accurate and distortion-free image for 3D construction is produced by the ScI semiconductor flat panel. Correction for geometric magnification is not required for the images produced by Planmeca ProMax 3D Max.
\nTo ensure immobilization of the patient during exposure, standard methods have been taken as follow:
Frankfort plane of the patient parallel to the floor.
Midsagittal plane perpendicular to the floor.
The patient was asked to bite on the bite block of the machine using the upper and lower incisors to standardize patient’s position according to X-ray tube head rotation.
Lead apron was placed on each patient prior to exposure. All metallic objects (e.g., hairpins and earrings) and any intraoral removable prosthesis were removed.
\nThe orthopantomogram (OPG) was shown to be a useful tool for radiological screening of the patient during selection stage. Complex cases such as proximity to vital structures and inadequate bone height and width were excluded from the study. In the CBCT images obtained at day 0, there was adequate availability of bone height and width at the platform of dental implant for both groups. At 3 months, there was an increase of buccal plate thickness of 0.3–0.6 mm in the ultrasound group compared to the control group. At 6 months, there was marginal bone loss around dental implant in the control group and marginal bone increase in height and width in the ultrasound group (Figure 6A–E).
\nRepresentative CBCT images of marginal bone level in the coronal view. Both groups showed an adequate availability of bone height and width at day 0 (A). An overgrowth of buccal bone plate thickness observed in the ultrasound group at 3 and 6 months (B, C). Marginal bone loss around dental implant observed in the control group at 3 and 6 months (D, E).
CBCT images were obtained at day 0, 3, and 6 months follow-up. The marginal bone level was assessed and measured at three different views (coronal, sagittal, and axial) at time-point interval.
\nIn the coronal view, there was an overgrowth of the bone width at corono-buccal and corono-palatal and less reduction of the bone height at apico-buccal and apico-palatal in the ultrasound group, but the bony tissue overgrowth was more pronounced at the buccal bone plate at 3 and 6 months rather than at the palatal bone plate. In the control group, the marginal bone loss was more in height and width than the in the ultrasound group (Table 3).
\nTime | \nUltrasound (n = 11) | \nControl (n = 11) | \n|
---|---|---|---|
\n | Mean(SD) | \nMean(SD) | \n|
Day 0 | \nCB\n**\n\n | \n1.43 (0.24) | \n1.43 (0.50) | \n
CP\n#\n\n | \n1.44 (0.37) | \n1.42 (0.36) | \n|
3 months | \nCB | \n1.62 (0.36) | \n0.92 (0.25) | \n
CP | \n1.55 (0.34) | \n1.37 (0.26) | \n|
AB\n†\n\n | \n1.20 (0.73) | \n1.20 (0.39) | \n|
AP\n‡\n\n | \n0.89 (0.83) | \n0.87 (0.74) | \n|
6 months | \nCB | \n1.81 (0.41) | \n0.85 (0.30) | \n
CP | \n1.62 (0.22) | \n1.02 (0.34) | \n|
AB | \n1.65 (0.73) | \n0.88 (0.29) | \n|
AP | \n1.02 (0.62) | \n0.76 (0.53) | \n
Descriptive statistics of linear measurements (mean, SD) of marginal bone changes between ultrasound and control groups in coronal view (values in millimeters).
CB = corono-buccal
CP = corono-palatal
AB = apico-buccal
AP = apico-palatal
Day 0 readings for AB and AP are not shown since there are no parameters given.
In the sagittal view, there was an overgrowth of the bone width at sagitto-mesial and sagitto-distal aspects of dental implants and less reduction of the bone height at apico-mesial and apico-distal in the ultrasound group, but the bony tissue overgrowth was more pronounced at the mesial bone plate at 3 and 6 months. In the control group, there was a reduction in the bone width and height from day 0 to 6 months (Table 4).
\nTime | \nUltrasound (n = 11) | \nControl (n = 11) | \n|
---|---|---|---|
\n | Mean(SD) | \nMean(SD) | \n|
Day 0 | \nSM\n**\n\n | \n1.40 (0.30) | \n1.39 (0.41) | \n
SD\n#\n\n | \n1.41 (0.35) | \n1.38 (0.34) | \n|
3 months | \nSM | \n1.47 (0.39) | \n0.88 (0.26) | \n
SD | \n1.46 (0.20) | \n0.92 (0.25) | \n|
AM\n†\n\n | \n0.89 (0.72) | \n0.83 (0.74) | \n|
AD\n‡\n\n | \n0.87 (0.83) | \n0.84 (0.45) | \n|
6 months | \nSM | \n1.66 (0.57) | \n0.65 (0.29) | \n
SD | \n1.62 (0.23) | \n0.78 (0.30) | \n|
AM | \n1.18 (0.73) | \n0.75 (0.32) | \n|
AD | \n1.12 (0.60) | \n0.71 (0.40) | \n
Descriptive statistics of linear measurements (mean, SD) of marginal bone changes between ultrasound and control groups in sagittal view (values in millimeters).
SM = sagitto-mesial
SD = sagitto-distal
AM = apico-mesial
AD = apico-distal.
Day 0 readings for AM and AD are not shown since there are no parameters given.
In the axial view, the bony tissue overgrowth was revealed more at the axio-buccal than axio-palatal at 3 and 6 months in the ultrasound group, while in the control group, there was marginal bone loss in all aspects of dental implant (Table 5).
\nTime | \nUltrasound (n = 11) | \nControl (n = 11) | \n|
---|---|---|---|
\n | Mean(SD) | \nMean(SD) | \n|
Day 0 | \nAM\n**\n\n | \n1.41 (0.31) | \n1.40 (0.44) | \n
AD\n#\n\n | \n1.42 (0.37) | \n1.40 (0.33) | \n|
AB\n†\n\n | \n1.44 (0.37) | \n1.42 (0.52) | \n|
AP\n‡\n\n | \n1.45 (0.47) | \n1.43 (0.36) | \n|
3 months | \nAM | \n1.52 (0.39) | \n0.87 (0.25) | \n
AD | \n1.48 (0.19) | \n0.89 (0.27) | \n|
AB | \n1.60 (0.37) | \n0.90 (0.30) | \n|
AP | \n1.53 (0.35) | \n1.35 (0.18) | \n|
6 months | \nAM | \n1.66 (0.57) | \n0.63 (0.30) | \n
AD | \n1.63 (0.21) | \n0.72 (0.30) | \n|
AB | \n1.82 (0.41) | \n0.84 (0.22) | \n|
AP | \n1.63 (0.21) | \n0.98 (0.34) | \n
Descriptive statistics of linear measurements (mean, SD) of marginal bone changes between ultrasound and control groups in axial view (values in millimeters).
AM = axio-mesial
AD = axio-distal
AB = axio-buccal
AP = axio-palatal
In the coronal view, within the ultrasound group, there was statistically significant increase in the buccal and palatal bones’ thickness (height and width) from day 0 to 3 months, day 0 and 6 months, and from 3 to 6 months as p value was less than 0.05, but it was more pronounced at the buccal bone plate, while in the control group, there was no statistically significant increase in bone thickness, and there was marginal bone loss at all aspects of 9*dental implant.
\nIn the sagittal view, within the ultrasound group, there was statistically significant increase in the mesial and distal bones’ thickness (height and width) from day 0 to month 3, day 0 and month 6, and from month 3 to month 6 as p value was less than 0.05, while in the control group, there was no statistically significant increase in bone thickness, and there was marginal bone loss at all aspects of dental implant.
\nIn the axial view, within the ultrasound group, there was statistically significant increase in the buccal, palatal, mesial, and distal bones’ thickness (height and width) from day 0 to 3 months, day 0 and 6 months, and from 3 months to month 6 as p value was less than 0.05, while in the control group, there was no statistically significant increase in bone thickness.
\nIn the coronal view, there was statistically significant increase in buccal and palatal bone width between two groups (ultrasound and control) at 3 and 6 months as p value was less than 0.05. Thus, this increase in bone plate width is contributed to ultrasound therapy. There was no statistically significant increase in buccal and palatal bone height at 3 months between ultrasound and control groups, but there was statistically significant increase in buccal and palatal bone height at 6 months. Thus, this increase in bone plate height is contributed by ultrasound therapy.
\nIn the sagittal view, there was statistically significant increase in mesial and distal bone plates’ width between two groups (ultrasound and control) at 3 and 6 months as p value was less than 0.05. Thus, this increase in bone plate thickness is contributed by ultrasound therapy. There was no statistically significant increase in mesial and distal bone height at 3 months between ultrasound and control groups, but there was statistically significant increase in mesial and distal bone height at 6 months. Thus, this increase in bone plate height is contributed by ultrasound therapy.
\nIn the axial view, there was statistically significant increase in buccal, palatal, mesial, and distal bone plates’ width between two groups (ultrasound and control) at 3 and 6 months as p value was less than 0.05. Thus, this increase in bone plate thickness is contributed by ultrasound therapy.
\nMarginal bone loss is considered to be an inevitable risk factor in implant therapy. The reduction in height and width of marginal bone level affects the success rate of implant treatment in terms of esthetic and function.
\nThe majority of marginal bone loss occurs in the first year after implant placement [67]. Thus, the clinical crown-to-implant ratio rises with time to become more unfavorable as years go by. However, the etiology of long-term marginal bone loss or late implant failure seems to be of different origin and prone to peri-implantitis or occlusal overload [68]. It is important to consider multiple factors together in assessing implant failure rates as interactive effects may be observed in the establishment and maintenance of osseointegration [69, 70]. Thus, in the present study, attempts were made to control the relevant confounding variables (patient gender and age, implant location, implant diameter and neck design, insertion torque, insertion depth, and crown-to-implant ratios).
\nIn this study project, we tried to measure the marginal bone level around the implant and its stability both at the time of implant placement and at the time of loading. For this reason we chose the 3- and 6-month intervals to examine the marginal bone level and implant stability after soft and hard tissue maturation and early bone remodeling [71].
\nUltrasound is the generation of sound waves with a frequency above the limit of human audibility of 20 kHz that transfers mechanical energy into the tissues; it is used extensively in sports medicine and physiotherapy. Therapeutic ultrasound can induce angiogenic and bone morphogenetic factors and bone formation in vitro [72].
\nDinno et al. [73] demonstrated that intensities of ultrasound of less than 100 mW/cm2 spatial average and temporal average were nonthermal. Duarte [63] and Pilla et al. [74] reported that low-intensity ultrasound treatment in the range of 30–57 mW/cm2 yielded minimal temperature changes when applied to the site of a bone fracture. Application of low-intensity pulsed ultrasound (30 mW/cm2) was considered to have little thermal effect.
\nAll patients in the ultrasound group tolerated the ultrasound therapy very well. The therapy was conducted over 20 minutes comfortably without any rejection from the patients. The results showed that the ultrasound therapy with the intensity set at 30 mW/cm2 generated minimum heat that did not cause discomfort for the patients. Furthermore, the color of the gingival soft tissue remains pink and did not change to erythematic state at the end of the procedure which further proves there was no inflammation and untoward tissue response following the therapy. Therefore, the pain symptoms from patients were minimal as shown by minimal need for analgesia, and healing of the soft tissue wound in the ultrasound group was excellent. These clinical findings demonstrate wide acceptance of patients toward postoperative ultrasound therapy. Kamath et al. [75] in his study on the effect of LIPUS on healing of femur fracture revealed that there was more significant callous formation at the early stage of femur fracture in the LIPUS group than in the control group. Therefore, even in other parts of the body like femur, there are good results when LIPUS is applied.
\nIn view of the increasing use of high-intensity and low-frequency ultrasonic technology, in medicine and in surgery, better understanding of the benefits or side effects of US application is significant in order to establish appropriate clinical studies. LIPUS has disadvantages besides the advantages as mentioned. Erdogan and Esen [76] showed that the effects of ultrasound therapy on growing bones and brain tissues are unclear. Thus, its use in children and in skull bones should be avoided. Its use in sites with suspected neoplasia and acute infections is contraindicated because of possible accelerated disease progression. Patients should be evaluated for allergic reactions to the coupling gel, and patients with cardiac pacemakers should avoid ultrasound treatment because of possible interaction with the ultrasound signals specially when using US with both high-intensity and high-frequency waves.
\nMiller et al. [77] mentioned that the induced heat by US is the result of the absorption of US energy in biological tissue and the heat can be concentrated by focused beams until tissue is coagulated for the purpose of tissue ablation. Unlike ultrasound for medical imaging (which transmits ultrasonic waves and processes a returning echo to generate an image), therapeutic ultrasound is a one-way energy delivery that might cause harmful effect in a cumulative way into the tissue, which utilizes a crystal sound head to transmit acoustic waves at 1–3 MHz and at amplitude densities between 0.1 and 3 W/cm2 [78]. US heating, which can lead to irreversible tissue changes, follows an inverse time-temperature relationship. Depending on the temperature gradients, the effects from ultrasound exposure can include mild heating, coagulative or liquefactive necrosis, tissue vaporization, or all three [77]. Angle et al. [79] demonstrated that the therapeutic ultrasound with frequencies varying between 0.5 and 1.5 MHz and intensities 30–200 mW/cm2 is known to promote healing, bone deposition, and growth. Nevertheless, therapeutic ultrasound is proposed to deliver energy to deep tissue sites through ultrasonic waves, to produce increases in tissue temperature or nonthermal physiologic changes [78].
\nEbadi et al. [80] explained that ultrasonic energy causes soft tissue molecules to vibrate from exposure to the acoustic wave. This increased molecular motion generates frictional heat, thus increasing tissue temperature. The thermal effects of ultrasound are proposed to increase collagen extensibility, increase nerve conduction velocity, alter local vascular perfusion, increase enzymatic activity, alter contractile activity of skeletal muscle, and increase nociceptive threshold [78].
\nHowever, in our study, the intensity of LIPUS used was 30 mW/cm2, and the duration of application was only for 20 minutes, and this treatment was commenced 2 weeks after the acute inflammatory phase has subsided. We feel that this dosage of US therapy is harmless to the active cells in the healing wound which was in the proliferative phase. The dose recommended may be harmful to the cells in the healing wound because they are vulnerable to damage from heat generation or prolonged treatment duration. Therefore, although the mechanotransduction mechanism for cell stimulation following US therapy is an acceptable phenomenon, it may only work favorably within certain limitations of the delivered energy.
\nCBCT images showed adequate availability of bone height and width at the dental implant platform at day 0 for both groups at the time of implant placement. In this study, results obtained using CBCT images were reliable for linear measurements of bone thickness in height and width for both ultrasound-treated group and control group. CBCT enables us to expose the patient to low radiation doses, giving more comfort, and it is an economical procedure [81]. At 3 months, there was an increase of the mean difference of buccal bone plate width of 0.19 mm in the ultrasound group compared to the control group. At 6 months, there was a mean difference marginal bone loss of 0.58 mm in width of the buccal bone plate around the dental implant platform in the control group, while there was 0.38 mm increase in the mean difference of buccal bone width in the ultrasound group. These findings were consistent with the previous study by Chen who investigated the effect of LIPUS on bone regeneration in the rat parietal bone defects [26]. In Chen study, the defects were analyzed with micro-CT (μCT) and then histologically, which demonstrated new bone formation with the newly formed thick and matured bone compared to the one of the control group.
\nThe justification of using LIPUS in this study is to accelerate the bone wound healing processes within the region of interest (ROI) which is the region replacing single missing maxillary premolar following trauma to the bone as implant placement surgery is considered to be a traumatic procedure even though the surgery is minimally invasive to the bone. Our aim in this study is to mimic what happened in natural tissue repair by inducing, triggering, and provocation of the cells related to bone formation by encouragement of mechanotransduction pathways involved in cell responses. These responses include integrin/mitogen-activated protein kinase (MAPK) and other kinase signaling pathways, gap-junctional intercellular communication, upregulation and clustering of integrins, involvement of the COX-2/PGE2 and iNOS/NO pathways, and activation of mechanoreceptor [44]. Mechanotransduction involves various signal transduction pathways, including the activation of ion channels and other mechanoreceptors in the membrane of the bone cell, resulting in gene regulation in the nucleus [42].
\nBased on time intensity and period of exposure of cells to waves of ultrasound, LIPUS can recruit mesenchymal stem cells from neighboring tissues and other sites in the body in attractive processes (chemotactic) with other biomedical pro-inflammatory mediators (growth factors) that are considered necessary in bone wound healing processes and trigger it from inactive form to active phase when LIPUS is used. This suggests that LIPUS is able to enhance osteogenesis and angiogenesis in vivo and in vitro as was well documented by literature review that angiogenesis precede osteogenesis process [54]. Angiogenesis is closely associated with osteogenesis where reciprocal interactions between endothelial and osteoblast cells play an important role in bone regeneration [55].
\nIn our study, the marginal bone level was assessed and measured at three different views (coronal, sagittal, and axial) in which four points were located and measured per implant site (corono-buccal, corono-palatal, apico-buccal, apico-palatal, sagitto-mesial, sagitto-distal, apico-mesial, apico-distal, axio-buccal, axio-palatal, axio-mesial, and axio-distal), respectively, and at three different time intervals postoperatively at day 0, 3, and 6 months. The results of this study showed an increase in buccal bone width from 1.43 mm at day 0 to 1.81 mm at 6 months which revealed that the mean difference of buccal bone plate width increased by 0.38 mm, while the palatal bone mean difference width was also increased by 0.18 mm at 6 months. In the sagittal view, there was an increase of mean difference of 0.26 mm at the mesial aspect of the dental implant at 6 months in the ultrasound group compared to the control group that had marginal bone loss from 1.43 mm at day 0 to 0.85 mm at 6 months at the buccal bone plate in the coronal view. The reason why the height and width of bone thickness had increased in the ultrasound compared to the control is that LIPUS can promote bone healing and repair by inducing osteogenesis and angiogenesis. Earlier work has shown that the therapeutic range of US stimulates bone formation, osteoblast proliferation, and the synthesis of angiogenic vascular endothelial growth factor (VEGF), basic fibroblast growth factor (FGF), and interleukin 8 [72, 82]. Ramli et al. [83] have proven that ultrasound should be considered to have angiogenic and osteogenic values in their in vivo study looking at ultrasound effects on angiogenesis using the chick chorioallantoic membrane. In vitro ultrasound has also been shown to upregulate the release of the osteogenic cytokine OPG and downregulate RANKL, the ligand of the receptor activator nuclear factor kappa B, which recruits and activates osteoclasts [83].
\nIn this study, the transducer was applied on the buccal aspect of the dental implant very close to the buccal bone plate and showed clinically that at 1.5 MHz frequency, a penetration of up to 2 cm is possible, thus influencing the palatal plate. Ramli et al. [83] demonstrated that the traditional 1- to 3-MHz frequency of ultrasound therapy has a penetration of up to 2 cm. Doan et al. [72] reported that the best effect of therapeutic ultrasound on angiogenesis occurs with intensities between 15 and 30 mW/cm2 and a frequency of 45 kHz, as the long wave machine has a theoretical advantage of penetrating tissues up to 10 cm.
\nResults of the control group showed increased loss of bone height from 1.20 mm at 3 months to 0.88 mm at 6 months at the apico-buccal aspect of the dental implant and increased marginal bone loss (MBL) in width from 1.43 mm at day 0 to 0.85 mm at 6 months as compared with LIPUS-treated group. It reveals that LIPUS has a positive effect on the healing of bone, and the loss of marginal bone in the control group was contributed by not using US therapy. This finding is consistent with those of [26, 84, 85, 86].
\nAngle et al. [79] explained in his vitro study, using rat bone marrow stromal cells that the LIPUS intensities below 30 mW/cm2 are able to provoke phenotypic responses in bone cells. They cultured bone cells under defined conditions with intensities of 2, 15, and 30 mW/cm2, compared them with the control group (0 mW/cm2), and then studied them at early (cell activation), middle (differentiation into osteogenic cells), and late (biological mineralization) stages of osteogenic differentiation. They concluded that LIPUS with intensities of 2, 15, and 30 mW/cm2 showed a positive effect on osteogenic differentiation of rat bone marrow stromal cells in early stage compared with the control group. Monden et al. [87] also suggested that the injured bone may be treated with LIPUS, as LIPUS has the capability to induce the cellular as well as molecular pathways of bone healing. LIPUS treatment matures the newly formed bone in the cortical bone area producing bone differentiation markers, osteocalcin (OCN) and osteopontin (OPN), and reduces the depression by enhancing the periosteal cellular differentiation. In vitro studies have shown that LIPUS leads to the increased expression of genes related to the bone formation. These genes include osteocalcin, aggrecan, bone sialoprotein, insulin-like growth factor-I, collagen types I and X, transforming growth factor beta, alkaline phosphatase, and runt-related gene-2 [88, 89].
\nAdditionally, LIPUS treatment also promotes the synthesis of protein and uptake of calcium by osteoblasts. LIPUS treatment also plays an important role in the remodeling of the bone by stimulating the cyclooxygenase pathway. LIPUS increases the expression of COX-2 gene that promotes the synthesis of prostaglandin E2 (PGE2) in the osteoblasts [88, 89].
\nHuang et al. [90] concluded in his recent study in vitro that the LIPUS stimulates the expression of BMP-2 which means positive effects of LIPUS on osteogenesis. In vitro study by Sun et al. [91] showed that LIPUS upregulated osteoblasts and downregulated osteoclasts in the rat alveolar mononuclear cells. Lu et al. [92] explained that the mechanical signals from LIPUS could stimulate osteoblasts by means of gene expression and stimulated proteins that were translated by these genes causing activation of apoptotic genes and osteogenesis in acceleration of the tissue remodeling and expedite clinical outcomes as we have seen in our current study.
\nIwanabe et al. [93] demonstrated in his recent study in vitro that the number of cells at 5 days after LIPUS exposure was significantly higher than that of the control, while that at 7 days was about 35% higher than that of the control. This means that LIPUS has the potential to be an effective agent in inducing migration, proliferation, and cell differentiation.
\nIn vitro as well as in vivo studies, using animal models showed that LIPUS has stimulatory effect on cellular activity, release of cytokines, and bone healing [94]. Cell physiology is directly affected by LIPUS. It increases the uptake of calcium by the developing cartilage and bone cells in the culture. It also stimulates a large number of genes that help in the process of healing [62]. Barzelai et al. [95] reported that LIPUS not only modulates the expression of genes, but it also enhances the process of angiogenesis and increases the flow of blood at the site of fracture.
\n\n
LIPUS may be utilized as treatment modality to save dental implant with questionable primary stability during stage I implant placement, with the aim of achieving adequate osseointegration and improving implant success.
LIPUS can be recruited to promote and accelerate healing time particularly in patients with medical conditions such as diabetes mellitus and other diseases.
The clinical results shown in this study confirmed that low-intensity pulsed ultrasound (LIPUS) presents low toxicity, noninvasiveness, and repeated applicability. The risk of thermal injury is unfounded.
Application of LIPUS on dental implant wound at 2 weeks postoperative seems to be a favorable time when the acute inflammatory phase has subsided and the cellular proliferative phase has actively began.
RFA gives clear image about the stability of the implant and the condition of the bone around implant.
Animal experiments using LIPUS for healing of wounds have shown effective and favorable results with histological evidence. The effects of the ultrasound waves on the cell and molecular biology phenomena of wound healing have further confirmed the fundamental mechanisms underlying this interesting wound healing treatment modality. However, we still lack clinical studies in this field, and our study is one of the few clinical trials of the effect of ultrasound therapy on osseointegration and marginal bone loss around implant-supported prosthesis, which showed favorable results. We have compared and contrasted two groups of patients receiving implant therapy where the first group was given LIPUS during the early healing period and post loading as an additional treatment modality and the second group was allowed to heal in the conventional way. Comparative bone thickness measurements using CBCT images and implant stability measurements using RFA values showed consistently higher stability with an increase in bone thickness (height and width), and the ultrasound therapy group demonstrated much higher implant stability values than the control group.
\nThe overall clinical results contribute to the following findings:
LIPUS enhances bone formation around dental implants as confirmed by radiological investigations, RFA values, and pre and post prosthetic loading behaviors.
LIPUS technique employed in this study promoted increased in buccal bone plate height and width much more than that occurred in the palatal side. This may be attributed to the design of the US delivery probe.
With an increase in bone height and width, we expect a simultaneous increase in bone-implant contact that leads to higher osseointegration as evidenced by RFA values.
This work was supported by Research University Individual (RUI) grant, account no. 1001/PPSG/812207 from Universiti Sains Malaysia (USM).
\nμCT | micro-CT |
2-D | two dimensional |
3-D | three dimensional |
AB | apico-buccal |
AD | apico-distal |
ALP | alkaline phosphatase |
AM | apico-mesial |
AP | apico-palatal |
BMP | bone morphogenetic proteins |
CB | corono-buccal |
CBCT | cone beam computed tomography |
COX-2 | cyclooxygenase-2 |
CP | corono-palatal |
DBM | demineralized bone matrix |
ECs | endothelia cells |
Erk | extracellular signal-regulated kinase |
et al. | and another people |
FAK | focal adhesion kinase |
FGF2 | fibroblast growth factor-2 |
HPDLC | human periodontal ligament cells |
iNOS/NO | inducible nitric oxide synthase |
ISQ | implant stability quotient |
MARK | mitogen-activated protein kinase |
MBL | marginal bone loss |
MSCs | mesenchymal stem cells |
OCN | osteocalcin |
OPN | osteopontin |
OSX | osteoblast-specific transcription factor Osterix |
PGE2 | prostaglandin E2 |
RFA | resonance frequency analysis |
ROI | region of interest |
SD | sagitto-distal |
SM | sagitto-mesial |
UDHS | University Dental Hospital Sharjah |
US | ultrasound |
USM | Universiti Sains Malaysia |
VEGF | vascular endothelial growth factor |
VSCCs | voltage-sensitive calcium channels |
β | beta |
An Earth Core Rockfill Dam (ECRD) is a type of dam that uses a central or inclined clay core wall as the impervious system, while rockfill materials are used to construct the shoulders of the dam [1]. Information of some constructed high ECRDs around the world has been summarized by Zhang [2]. Normally, a good performance of an ECRD necessitates that the clayey soil used in its core meeting the following requirements [1, 3]: (a) The modulus of the compacted clay core should be high enough so that the arch effect between the core and the shoulders is not so evident as to result in horizontal cracks and hydraulic fracturing in the core. (b) The permeability of the clay core should be low enough so that the leakage after impounding does not exceed the expected quantity. Both requirements can be satisfied by proper gradation design and adequate compaction of the clayey soils used in the core wall [4].
In recent years, several high ECRDs have been constructed in western China and a common feature of these dams is the use of clay-gravel mixtures (CGM), either natural or artificially blended, as the impervious core materials. Control the mass content of gravel plays a central role in controlling the strength, deformation and permeability behavior of the mixtures obtained [2, 5]. For instance, increasing the content of gravel results in an increase in the stiffness of CGM and is beneficial to reduce the differential settlement between the core and shoulders. On the other hand, the permeability also tends to increase as the content of gravel increases, which results in a potential risk of seepage failure and unacceptable leakage. A good design practice, therefore, needs a balance between the impermeability and deformation behavior. In this chapter, four cases of using CGM in constructing high ECRDs are reviewed, with particular attention focused on their engineering properties and the relevant construction concerns and field control tests.
The four ECRDs considered are named PuBuGou (PBG) [5], ChangHeBa (CHB) [6, 7, 8], NuoZhaDu (NZD) [2, 9], and LiangHeKou (LHK) [10, 11, 12], respectively. All four dams use central clay core walls, protected by filter zones upstream and downstream. PBG and CHB are ECRDs constructed over thick overburden layers with maximum depth of about 80 m, while NZD and LHK are seated on rock foundations. The basic information of the four dams are summarized in Table 1 and their zones of materials are shown in Figure 1, respectively.
Dam | PBG | CHB | NZD | LHK | |
---|---|---|---|---|---|
Height (m) | 186 | 240 | 261.5 | 295 | |
Reservoir volume (108 m3) | 53.37 | 10.75 | 237.03 | 107.67 | |
Foundation | Type | Sand and gravel | Sand and gravel | Granite | Sandstone and slate |
Thickness (m) | 78 | 79 | - | - | |
Crest | Length (m) | 540.5 | 497.9 | 630.1 | 650.0 |
Width (m) | 14 | 16 | 18 | 16 | |
Dam slope (H:V) | Upstream | 1:2.0 and 1:2.25 | 1:2.0 | 1:1.9 | 1:2.0 |
Downstream | 1:1.8 | 1:2.0 | 1:1.8 | 1:1.9 | |
Core wall dimensions | Crest width (m) | 4.0 | 6.0 | 10.0 | 6.0 |
Bottom width (m) | 96.0 | 125.75 | 114.6 | 150.0 | |
Ups. slope (V:H) | 1:0.25 | 1:0.25 | 1:0.2 | 1:0.2 | |
Dws. slope (V:H) | 1:0.25 | 1:0.25 | 1:0.2 | 1:0.2 | |
Core wall materials | Dmax (mm) | 80 | 150 | 120 | 75 |
P (d < 5 mm) | 39–54% | 52–56% | 60–70% | 55% | |
P (d < 0.075 mm) | 19–26% | 26–29% | 25–40% | 28–44% | |
P (d < 0.005 mm) | 3.6–8.3% | 8–9% | ≥8% | 12–17% | |
Permeability (cm/s) | ≤10−5 | ≤10−5 | ≤10−5 | ≤10−5 | |
ρd/ρdmax | ≥98% | ≥97% | ≥95% | ≥97% | |
Filter thickness | Upstream (m) | 4 m ×2 | 8 m ×1 | 4 m ×2 | 4 m ×2 |
Downstream (m) | 6 m ×2 | 6 m ×2 | 6 m ×2 | 6 m ×2 | |
Seismicity | PGA (PE100 = 2%) | 0.225 g | 0.359 g | 0.380 g | 0.288 g |
PGA (PE100 = 1%) | 0.268 g | 0.430 g | 0.436 g | 0.345 g |
Basic information of the PBG, CHB, NZD and LHK ECRDs.
Note: Dmax = maximum particle diameter; d = diameter of soil particles; P = mass percentage of soil particles; ρd = dry density; ρdmax = maximum dry density; PGA = peak ground acceleration; PE100 = probability of exceedance within 100 years; 1g = 9.81 m/s2.
Material zones of the four ECRDs. (a) The PBG dam; (b) the CHB dam; (c) the NZD dam and (d) the LHK dam.
Laboratory compaction test is the most fundamental experiment performed in geotechnical engineering [13, 14], which provides the basis for determining the percent compaction and water content needed to achieve the required engineering properties, and for controlling construction to assure that the required compaction and water content are achieved. For clay-gravel mixtures used in ECRDs, however, the existence of oversize fraction makes the two molds described by ASTM (with diameters of 101.6 mm and 152.4 mm, respectively) incapable of yielding reliable results. Therefore, special compaction molds with larger diameters were fabricated to establish the compaction curves. For instance, a modified compaction mold 500 mm in diameter was used for the PBG dam [5], and a mold with a diameter of 600 mm was fabricated for the NZD dam [2].
Figure 2 shows the influence of the mass percentage of soil particles larger than 5 mm (P5) on the maximum dry density (ρdmax) and the optimum water content (ωopt). Different compaction efforts were used for different cases. Note for the NZD dam P5 was evaluated after compaction tests and for the rest three dams it was evaluated before compaction tests. Particle breakage may occur during compaction and the two approaches may give slightly different results. Nevertheless, common trends can be observed from Figure 2: an increase in P5 from zero results in a steady increase in ρdmax until a threshold value is achieved, beyond which a further increase in P5 leads to a rapid decrease in ρdmax. The value of this threshold is around 60–70% for the reviewed cases.
Compaction test results on clay-gravel mixtures. (a) Maximum dry density and (b) optimum water content.
Corresponding to the different mass content of gravel particles, several states of clay-gravel structure can exist as illustrated in Figure 3, i.e., the state that gravel particles floating within the fine fraction, the state that gravel particles start to contact, and the state that fine fraction filling voids formed by gravel particles.
Void filling characteristics of clay-gravel mixtures. (a) Skeleton formed by fine fraction, (b) skeleton formed by fine and gravel fractions, and (c) skeleton formed by gravel fraction.
In the first state the soil skeleton is formed by the fine fraction and the gravel particles seem to be floating within the soil matrix separately, i.e., only a very few or even no contacts are formed between gravel particles. In this case, the state of maximum dry density of the total material is achieved when the fine fraction itself is compacted to its maximum dry density. If we denote the maximum dry density of the fine fraction and the corresponding optimum water content by ρ*dmax and ω*opt, respectively, then the following theoretical relationship can be established for the maximum dry density of the total material (ρdmax):
in which ρg is the dry density of gravel particles. Vg and Vc denotes the total volumes of gravel particles and the fine fraction, respectively. The content of gravel, cg, is defined as the mass of dry gravel divided by the total mass of the dry mixture, i.e.
which can be rewritten as follows:
Substituting Eq. (3) into Eq. (1) yields the following relationship:
It can be verified that ρdmax = ρ*dmax when cg = 0 and ρdmax increases with cg when ρg > ρ*dmax. Various experiments have shown that the water content within the fine fraction is quite close to its optimum value (ω*opt) when the total material achieves its densest state [12, 15]. This conclusion can be used to establish the relationship between ωopt and ω*opt, i.e.
in which ωg denotes the water content of gravel particles when the CGM achieves a moisture equilibrium state and the fine fraction itself has a water content of ω*opt. Inserting Eq. (3) into Eq. (5) yields
Obviously the optimum water content decreases almost linearly when the gravel content increases (Figure 2). In particular, the upper and lower bounds of ωopt can be evaluated by setting ωg to the water content that gravel particles are saturated but with dry surfaces and by setting it to zero, respectively.
As the mass content of gravel fraction (d > 5 mm) increases, the floating particles become increasingly close to each other and the theoretical threshold of this stage is that the gravel fraction achieves its loosest possible state, i.e., the particles just start to contact as shown in Figure 3(b). In this state, the maximum void ratio of gravel fraction (emax) can be expressed as follows:
Substituting Eq. (7) into Eq. (2) gives an empirical formula to estimate the upper bound of cg that the floating pattern exist or the lower bound of cg that the floating pattern starts to disappear, i.e.
If the mass content of gravel fraction is further increased beyond the threshold given by Eq. (8), the soil skeleton will be formed by both the fine fraction and the gravel fraction. A higher cg means a greater contribution made by the gravel fraction to the skeleton. In this case, the gravel fraction can be accommodated only by compacting the fine fraction to a looser state than the densest state, i.e., the fine fraction cannot be compacted to its densest state anymore. Correspondingly, Eq. (4) can be revised as follows:
in which ρ*d denotes the dry density of compacted fine fraction. Two competitive trends are implicated in Eq. (9). For a given ρ*d, an increase in cg still leads to an increase in ρdmax. However, the increase in cg meanwhile results in a decrease of ρ*d. The combined effect is that the ρdmax of the total material continues to increase when cg is increased, with, however, a different trend from the previous stage. A peak for ρdmax is achieved at a particular cg, exceeding which the value of ρdmax decreases rapidly as shown in Figure 5. In this stage, the total material is still easiest to compact when the water content of its fine fraction is ω*opt. It is easy to verify that Eq. (6) still holds.
The compaction characteristics can also be investigated from another extreme case that cg = 1, i.e., the soil skeleton is completely formed by the gravel fraction. If the minimum void ratio of gravel fraction achievable after compaction is denoted by emin, then the maximum dry density of the gravel fraction (total material in this case) reads:
Adding a few amount of fine fraction will not change the soil skeleton, and the fine fraction is simply filling the inter-gravel voids. The dry density of the total material can then be expressed as follows:
Because the compaction effort cannot be imparted to the fine fraction in this state, ρ*d can be interpreted as its dry density under uncompacted state. Inserting Eq. (3), with ρ*dmax replaced by ρ*d, into Eq. (11) yields
It is clear that an increase of clay content (decrease of cg) results in an increase in ρdmax, and the threshold can be attained when all the voids are filled by fine fraction, i.e., Vc = eminVg. In this case, Eq. (11) can be rewritten in the following form:
Similar as Eq. (8), the threshold gravel content for this stage reads:
Since the fine fraction is not compacted in this state, the optimum water content of the total material (ωopt) has nothing to do with that of the void-filling fine fraction (ω*opt).
If the content of fine fraction is further increased beyond the threshold given by Eq. (14), it will start to participate in forming the soil skeleton, and a lower cg means a greater contribution made by the fine fraction. In this case, some compaction effort is imparted to the fine fraction and the gravel fraction cannot be densified to emin anymore. Eq. (9) has already been established to describe the compaction behavior for this state. A decrease in cg results in a less compacted structure for the gravel fraction. On the other hand, the decrease in cg also leads to an increase in ρ*d. The influence of cg on ρdmax depends on the two competitive effects. Figure 4 depicts the compaction behavior of clay-gravel mixtures in three states.
Influence of cg on ρdmax in three skeleton states.
It is important to verify that the impermeability of the compacted CGM meets the requirement of the design code. The permeability coefficient of the clay core is usually controlled below 10−5 cm/s [1]. Figure 5 shows the influence of gravel content on the permeability coefficient. The seepage experiments on the material for the LHK dam is performed by Lu with a low percent compaction so that particle breakage was expected not evident [12]. A common feature of the approximating curves in Figure 5 is the almost constant or a slight decrease of the permeability when the gravel content (P5) is increased from zero to about 30%. The lowest permeability can be achieved when P5 is around 30%. Beyond this amount, the permeability coefficient increases rapidly with a further increase in P5.
Influence of gravel content on the permeability.
Abundant double-ring infiltrometer tests were performed during test filling of the CGM used in the PBG dam [5]. The rate of vertical infiltration (kv) is plotted against the dry density (ρd) and gravel content (P5) in Figure 6. The results are rather scattered, indicating the inhomogeneous nature of the filled materials. However, it is clear that the places where the rates of infiltration are relatively high (kv > 10−5 cm/s) are either not well compacted with a relatively low density or have relatively high gravel contents. Therefore, it is important to control the gravel content below a certain limit to ensure the impermeability of the compacted CGM. When the CGM is in a mixture skeleton state (Figure 4), embedding an increased amount of gravel particles leads to a decreased percent compaction of the fine fraction as pointed out previously. This tends to increase the permeability of the mixture. On the other hand, the embedded particles serve as seepage barriers as the permeability of gravel particles is considerably lower than the fine fraction. These two competitive effects control the dependence of the permeability of the total material upon the gravel content. Note that the rate of infiltration obtained in situ could not be used to determine the coefficient of permeability directly although both quantities have the same dimension [16].
Rate of infiltration measured during test compaction (PBG dam). (a) Lift thickness = 30 cm and (b) lift thickness = 40 cm.
Initial water content also has an influence on the permeability of compacted CGM. Figure 7 shows typical results obtained from laboratory experiments with PBG CGM [5]. For a given grain size distribution and water content, the coefficient of permeability (k) decreases when the dry density of the total material is increased. However, the rate of decrease in permeability also decreases when the dry density is increased, indicating an increasingly difficulty in reducing the permeability. For the given compaction effort applied, the maximum dry density of the total material was achieved when ω = 4.625%. However, the permeability coefficient does not reach the minimum at this optimum water content: compacting the CGM slightly wet of optimum results in a lower permeability although the resultant dry density is also lower than the maximum one (Figure 7(b)). It has been recognized very early that a dispersed microstructure (with a high degree of particle orientation) can be obtained for clay when it is compacted on the wet side (wetter than optimum) while compacting the same clay drier than optimum generally yields a flocculated microstructure (with a low degree of particle orientation) [17]. Figure 8 replots the contours of permeability of a silty clay compacted by kneading action [18]. The lower permeability on the wet side than that on the dry side can be clearly observed from the distribution of contours.
Influence of dry density and water content on permeability. (a) Influence of dry density and (b) influence of water content.
Contours of permeability under saturated condition. From Mitchell et al. [18].
Permeability is a good parameter indicating the pore structure. Since 1970s, the use of scanning electron microscopy and mercury intrusion porosimetry have shed sufficient light on the fabric of compacted clay [19]. It has been found that samples compacted dry of optimum tend to have a marked double-porosity fabric, with a macro-fabric consisting of large clay packets or macropeds separated by inter-packet voids as demonstrated in Figure 9. Samples compacted wet of optimum, on the other hand, have a relatively uniform fabric [20]. Therefore, dam CGM is better to be compacted slightly wetter than optimum. Another important benefit of compacting CGM wet of optimum is the less amount of wetting-induced collapse upon saturating during reservoir impounding [19, 20].
Double-porosity fabric of the clay used in the LHK ECRD. (a) Amplified 500 fold and (b) amplified 1500 fold.
Two aspects of strength of CGM deserve attention in designing, i.e., the shear strength and the tensile strength. The shear strength is important for slope stability analyses and the tensile strength is useful in estimating the possibility of cracking under various conditions. The authors tested the CGM used in the CHB dam and investigated the influences of the gravel content on the strength components, i.e., the cohesion (c) and the friction angle (φ). The results are shown in Figure 10. Note each soil specimen was compacted to its maximum dry density under its optimum water content. The cohesion decreases steadily as a result of an increase in gravel content. On the contrary, the friction angle increases when the gravel content is increased. The CGM changes from a cohesive soil to a granular soil when the gravel content is gradually increased.
Influence of gravel content on the shear strength. (a) Cohesion and (b) friction angle.
Uniaxial tensile experiments were also performed for the CHB CGM specimens with different gravel contents, and the typical results are shown in Figure 11. For each gravel content, three different water contents were considered, i.e., ωopt-2%, ωopt, and ωopt+2%. Variation of water content may occur as a result of sun exposure, rainfall or fluctuation of reservoir level. It can be seen in Figure 11 that the tensile strength of CGM decreases significantly when the water content is increased. This is not surprise because matric suction of the unsaturated CGM contributes to its tensile strength and a wetter state indicates a lower matric suction. Despite of the higher strength of drier specimens, the tensile displacement corresponding to the peak tensile strength decreases when the water content is reduced, indicating an increasingly brittle response of specimens dry of optimum and increasingly ductile responses of specimens wet of optimum. Figure 11 also shows that when the gravel content is increased from zero to 50% the tensile strength of specimens compacted to their densest states at their optimum water contents decreases gradually from 123 kPa to 50 kPa. These results indicate that CGM with a higher gravel content is more prone to crack, particularly when it is in a dry state.
Tensile strength of CGM with different gravel content. (a) cg = 0, (b) cg = 10%, (c) cg = 20%, (d) cg = 30%, (e) cg = 40%, (f) cg = 50%.
The deformation characteristics of CGM are generally studied by consolidated and drained triaxial compression experiments. Figure 12 shows some typical stress vs. strain and volume change results obtained for CGMs used in the NZD and LHK dams. Strain-hardening behavior can be observed for both materials, particularly under a high confining pressure, e.g., when the confining pressure is over 2.0 MPa peak deviatoric stress cannot be attained even when the specimen is sheared to an axial strain of 15% as shown in Figure 12(b). The volumetric response is generally contractive. However, shear dilation can present when the confining stress is low as illustrated in Figure 12(a).
Results of drained triaxial experiments on typical CGM. (a) CGM in the NZD dam and (b) CGM in the LHK dam.
The general trends shown in Figure 15 indicate that the deformation behavior of CGM can be well described by the constitutive model proposed by Duncan and Chang [21]. The model is based on a hyperbolic relationship between the deviatoric stress and the axial strain, and the tangential modulus (Et) depends on the stress state including the minor principal stress (σ3) and the stress level, i.e.
in which σ1 denotes the major principal stress and pa the atmospheric pressure. c and φ are shear strength parameters. Rf, k and n are three modulus parameters.
The axial strain and the radial strain can also be assumed following a hyperbolic relationship, which yields the final representation of the tangential Poisson ratio (νt) as follows [21]:
in which G, F, and D are another three parameters. Table 2 summarizes the model parameters of the CGM used by different authors for the reviewed four dams. They may be used as references when similar cases are encountered.
Parameters | Rf | k | n | G | F | D | φ (°) | c (kPa) | ρd (g/cm3) | Reference |
---|---|---|---|---|---|---|---|---|---|---|
PBG | 0.78 | 550 | 0.31 | 0.31 | 0.07 | 4.0 | 34.0 | 60.0 | 2.36 | [5] |
0.76 | 550 | 0.42 | 0.39 | 0.01 | 7.5 | 35.0 | 12.0 | 2.30 | ||
CHB | 0.87 | 646 | 0.40 | 0.40 | 0.04 | 2.0 | 31.1 | 12.0 | 2.22 | [22] |
0.86 | 473 | 0.32 | 0.43 | 0.06 | 1.4 | 23.9 | 50.0 | 2.19 | ||
NZD | 0.63 | 405 | 0.47 | 0.31 | 0.04 | 5.9 | 33.0 | 60.0 | 1.93 | [2] |
0.76 | 415 | 0.53 | 0.30 | 0.06 | 4.8 | 33.5 | 60.0 | 1.92 | ||
LHK | 0.72 | 650 | 0.36 | 0.36 | 0.02 | 3.0 | 31.0 | 40.0 | 2.16 | [23] |
0.76 | 500 | 0.40 | 0.38 | 0.015 | 2.0 | 29.5 | 40.0 | 2.13 | ||
0.78 | 300 | 0.50 | 0.39 | 0.01 | 2.0 | 22.0 | 20.0 | 2.06 |
Model parameters of the CGMs used in the reviewed dams.
The nonlinear elasticity model proposed by Duncan and Chang [21] is properly among the most widely used constitutive models because of its simplicity in using and convenience of parameter determination. However, some important features cannot be captured by this model. For example, the model is proposed based on triaxial compression tests and the influence of the intermediate principal stress is not considered. Furthermore, the model is a nonlinear elasticity one that the shear-induced volumetric contraction and dilation cannot be reflected. Many advanced constitutive models have been proposed for soils within the framework of different theories in the past decades [24, 25, 26, 27]. However, they are beyond the scope of this chapter and are not perused further.
Natural impervious materials excavated from borrow areas usually do not meet the specified gradation requirements. For instance, the raw materials obtained in the PBG and CHB dams contain much oversize particles, which need to be sieved out before placement. On the contrary, the raw materials in the NZD and LHK dams contains too much fine particles that the deformation moduli are not high enough and certain contents of coarse gravel should be added. Therefore, the most frequently required operations in preparing the core materials are screening and blending. This section gives some experiences used in the four dams reviewed.
Oversize particles can be removed at the borrow area before loading using hand labor or on the fill surface after dumping by using special rock rakes [4, 8]. Both techniques are not of sufficient efficiency, and have not been used for the dams reviewed. The grizzly is the commonly used particle-separating device in the PBG and CHB dams. A grizzly is a grating made of heavy bars, across which the material to be processed is passed. The bars are wider at the top than at the bottom, so that the openings between bars increase in width with depth and, therefore, are not easy to clog by particles caught partway through [4]. The grizzly is often constructed with a sloping, vibrating grating, so that oversize particles are dumped over the end of the grizzly, while the desired material passes through. Figure 13(a) shows a test grizzly built for the CHB dam. The raw material was dumped from the truck on a high platform and fed into the vibrating grating (frequency = 500–850 r/min) through a slope trough inclined at 35° (from the horizontal plane). The bars were spaced 150 mm and had a slight inclination of 5°. The amplitude of vibration was 6–10 mm. The simple device shown in Figure 13(a) was used initially, and later five screening stations (Figure 13(b)) were built following similar concepts to produce the required large amount of materials. In the screening stations, the inclination of the vibrating grating was increased to 10°, and bars 3.5 m in length were used without welding.
Screening system for the CHB dam (at the courtesy of Xue K). (a) Test screening device and (b) five screening stations.
The screening system for the PBG dam is shown in Figure 14. The raw material was first dumped onto a sloped grizzly (opening = 300 mm, size = 4.5 m × 6.0 m, and inclination = 30–34°) to remove the particles larger than 300 mm. The soils passing through the grizzly was then transferred by a belt conveyor to a specifically fabricated shaking screen with the purpose of sieving out the particles larger than 80 mm. The resultant material was transferred by a belt conveyor to the dam site directly. Belt conveyors are most suitable for moving large quantities of material over rough terrain where there are large differences in elevation between the dam site and the borrow pits or screening stations [4]. In the current case, a special tunnel 4 m in width and 3 m in height was excavated (lined with concrete), in which the belt conveyor was installed. The difference in elevation of the inlet and outlet is 460 m and the horizontal distance is 3985.84 m, indicating an average slope angle of 6.6°. The 1000 mm wide belt had a speed of 4 m/s and was capable of conveying 1000 ton of screened material per hour.
Screening system for the PBG dam (at the courtesy of Yao FH).
Trommel is another kind of screening device suggested by U.S. Bureau of Reclamation [4], which sieve out the oversize particles by rotating a cylinder of perforated sheet metal or wire screen. This device has not been practiced in the reviewed cases. Interested readers are referred to the relevant design standard [4].
For the NZD and LHK dams, the low content of gravel particles in the original materials excavated from borrow areas necessitates the addition of gravel fraction in order to increase the deformation moduli of the cores. The common blending practice used in both NZD and LHK dams may be simply described as spreading horizontally and excavating vertically as shown in Figure 15. For the NZD dam, a layer of gravel 50 cm in thickness was first spread. Then a layer of natural clay 110 cm in thickness was spread on the filled gravel layer [28]. Three such interlayers were placed, forming artificial horizontal soil strata. Power shovels with a bucket volume of 6 m3 were subsequently used to excavate the soil strata vertically from the bottom as shown in Figure 15. Sufficient mixing was achieved by running the open bucket through the clay-gravel mixture several times before loading. The thickness of the gravel and clay layers for the NZD dam was intended to adding 35% of artificial gravel particles to the natural soils. For the LHK dam, 40% of gravel particles were required to mix with natural soils, and this was achieved by placing a 50-cm thick gravel layer and an 83-cm thick clay layer sequentially. Shovels with a bucket volume of 4 m3 were used to excavate the prepared strata as shown in Figure 15(b).
Blending techniques used in the NZD and LHK dams. (a) The NZD dam and (b) the LHK dam.
Padfoot rollers were used to compact the CGMs used in the four rockfill dams without exception. The selection of compacting unit, the number of passes, and the loose lift thickness were based on test filling. Table 3 summarizes the compaction parameters for the CGM used in the four ECRDs. Some important points deserves to be mentioned. First, scarification of the surface of a compacted lift is always necessary prior to placing the next lift in order to ensure a good bond between the lifts. Figure 16(a) shows an example that scarification being performed by crawler tractors at the NZD dam. Second, the scarified loose surface layer may lose water due to evaporation, and watering the surface layer before placing the next lift is important. Figure 16(b) shows a truck sprinkling the surface of the LHK dam.
Dam | PBG | CHB | NZD | LHK |
---|---|---|---|---|
Loose lift thickness (cm) | 45 | 30 | 27 | 30 |
Weight of compactor (ton) | 25 | 26 | 22 | 26 |
Number of passes | 8 | 2*+12 | 10 | 2*+10 |
Roller compaction parameters for the CGMs.
Note: *Number of passes of static compaction.
Field compaction by GPS equipped padfoot rollers. (a) Scarification, (b) sprinkling, (c) compaction, and (d) quality checking.
Strict compliance to the compaction specification is of great significance for a quality job. In the past two decades, global positioning system (GPS) technology has been increasingly used in dam engineering. GPS equipment has been carried by padfoot rollers in the NZD dam (Figure 16(c)) and later cases so that their routes of compaction and number of passes can be well monitored in the central control office. Once the action of a compaction roller deviates from the specification, remind or warn information can be send to the operator and immediate corrective measures can be taken. It is also important to note that blended soils generally have a wide grain size distribution. It is, therefore, necessary to perform quality checking more frequently to ensure that satisfactory results are obtained, as exemplified in Figure 16(d) taken from the LHK ECRD.
Stability, deformation and seepage behaviors of ECRDs are generally evaluated using parameters obtained from laboratory and field tests where the samples are prepared at specified dry densities and water contents. This is the reason why soils must be placed as specified; otherwise, design assumptions may not be met and, in the worst case, unexpected distress might occur in the finished structure. The basic properties that should be checked frequently for the compacted soils are the dry density and water content. The standards for percent of compaction and water content are usually established for the total material [1, 2], and this necessitates a certain number of large-scale compaction tests if the prototype CGM is to be tested as the largest particles are up to 75–150 mm in diameter (Table 1). It is, however, generally not feasible to do this because testing total material could not keep pace with the rate of fill placement. Therefore, rapid field control test methods should be devised to guarantee the compaction quality. In this part, some methods used in the reviewed ECRDs are introduced.
The main difficulty in evaluating the degree of compaction for CGM is the time required to obtain its compaction curve. For instance, 8 hours were required to carry out the three-point rapid compaction tests with a mold 300 mm in diameter [2]. However, if the fine fraction (d < 20 mm in the case of NZD dam) was tested with a mold 152.4 mm in diameter, the volume of materials to be tested and the compaction effort can be reduced considerably and the rapid compaction tests can be finished within only 1 h. Therefore, it is natural to establish a relationship between the percent compaction of the total material and that of the fine fraction. The percent compaction specified for the CGM in the NZD dam is 95% [2], and the corresponding percent compaction of the fine fraction was established as follows:
Perform the standard five-point compaction tests for the total material with a modified Proctor compaction mold (diameter = 600 mm and effort = 2690 kJ/m3) and find out the maximum dry density (ρdmax) and optimum water content (ωopt) of the total material.
For the maximum dry density sample, sieve out the particles with diameters over 20 mm. Weigh the coarse particles (mg) and evaluate the total volume (Vg) of these particles using the density of the gravel particles (ρg).
Assume that the total material was compacted to 95% of the maximum dry density, the total volume (V) of the sample can be evaluated as V = m/(0.95ρdmax) where m is the dry mass of the total material. The dry density of the fine fraction can then be evaluated by ρc = (m–mg)/(V–Vg).
Perform the standard five-point compaction tests for the fine fraction (d < 20 mm) with a standard Proctor compaction mold (diameter = 152.4 mm and effort = 595 kJ/m3), and find out the maximum dry density (ρ*dmax) and optimum water content (ω*opt) of the fine fraction.
The percent compaction of the fine fraction can be calculated by ρc/ρ*dmax.
Repeat the above procedures for other contents of added gravel materials so that a reasonable range of percent compaction can be obtained for the fine fraction (d < 20 mm).
Figure 17 shows such a relationship established parallel by two companies. It has been found that the 95% of compaction for the total material (2690 kJ/m3) can always be achieved when the fine fraction is compacted to 98% of its maximum dry density (595 kJ/m3). Therefore, this criterion was used in field to check the quality of compaction for the NZD dam. Only the dry density of the fine fraction needs to be calculated and the three-point rapid compaction tests were performed with the fine fraction.
Percent of compaction of the fine fraction corresponding to 95% compaction of the total material.
The percent of compaction of the total material can be evaluated conveniently once its maximum dry density is known. Although this is time consuming and not practical in field, the maximum dry density of the total material can be evaluated a priori. For the NZD dam, the maximum dry densities of the total material with various contents of added gravel particles were obtained and plotted against P20 in Figure 18. Once the P20 after compaction is known, the maximum dry density and thus the percent compaction of the total material can be estimated using Figure 18. Both the percent compaction of the total material and that of the fine fraction were checked during the construction of the NZD dam. Back analyses using the pore water pressures measured by piezometers show that the permeability coefficient of the core material is of the magnitude of 10−9 cm/s, which is considerably lower than the values measured both in laboratory and in field [29].
Maximum dry density of total material with different P20.
The maximum diameter of CGM in the PBG dam is 80 mm. Compaction criteria were specified for the fine fraction only (d < 5 mm), i.e., ω* = ω*opt + (1–2)% and ρ*d/ρ*dmax ≥ 98% (2740 kJ/m3) or 100% (595 kJ/m3). It is logical to perform three-point rapid compaction tests on fine fraction to check the criteria. However, an even simpler strategy was also used for the PBG dam. The procedure is described as follows. For a given dry density of the fine fraction (ρ*d), the relationship between the dry density of the total material (ρd) and the gravel content (cg) is similar to Eq. (4) and Eq. (9), i.e.
which is illustrated by the red curve in Figure 19. If the field water content of the total material (ω) is obtained, the wet density of the total material (ρ) at this water content can be estimated for each gravel content as illustrated by the blue curve in Figure 19. This blue curve is the border distinguishing the unacceptable samples from those acceptable ones. For instance, the sample denoted by point A has a wet density above the blue curve. This is realistic only when the dry density of the fine fraction is higher than ρ*d and thus the sample is acceptable. On the contrary, sample B has a wet density below the curve, indicating that its fine fraction has not been compacted to the dry density of ρ*d and therefore is unacceptable.
Relationship between the wet density and gravel content.
Water content and gravel content are also important indices to be checked for the total material. For instance, determining the gravel content is the prerequisite of using the concepts given in Figures 17 and 18. However, evaluate the mass of water contained in the prototype material needs to dry the tested total material up to 8 h, and this is obviously not acceptable for a rapid check test. Bao et al. suggested a practical way to determine the water content and gravel content for the CHB dam [6, 7]. First, it is easy to verify that the water content of the total material (ω) can be calculated by the water content of the fine fraction (ω*) and that of the gravel fraction (ωg), that is
in which cg is again the mass percent of gravel particles (dry materials).
Now assume that a test pit has been excavated and the total volume (V) of the pit has been obtained by filling water or sand. The total wet mass of the excavated materials (M) can also be obtained immediately. The total material is then sieved into two parts, i.e., the gravel particles (d ≥ 5 mm) and the fine fraction (d < 5 mm). The sample of fine fraction can be dried quickly by open alcohol flame, and the water content (ω*) is easily obtained. Meanwhile, the sieved gravel particles are washed with clean water and wiped with dry towels. The wet mass of these clean gravel particles (Mg) are weighed as soon as possible. The wet mass of the fine fraction (Mc) can now be determined as Mc = M – Mg. Consequently, the dry mass of the fine fraction (mc) is obtained, i.e.
The key assumption adopted by Bao et al. is that all the gravel particles are in a saturated state with dry surfaces. This water content is normally in the range of 1.5–3.5%, with an average of 2.3% in the CHB case. With this average value for ωg, the dry mass of the gravel particles (mg) can be readily obtained, i.e.
The mass content of the gravel content is calculated by cg = mg/(mg + mc), and the water content of the total material can be estimated by Eq. (18). The volume of the gravel particles (Vg) can either be measured directly or be calculated using its wet mass and apparent wet density [6, 7]. Afterward, the volume of fine fraction (Vc) is obtained as Vc = V – Vg. Then, the dry density of the total material (ρd) and the fine fraction (ρ*d) can be obtained as follows:
This rapid method can be used to assess the compaction quality for both the total material and the fine fraction. However, two aspects need to be pointed out. First, the fine fraction is dried by alcohol flame, which can result in inaccuracy in water content because the high temperature applied to the soil can drive off the adsorbed water and burn or drive off volatile organic matter, neither of which should be removed in a normal water content test [30]. Second, the water content assumed for the gravel particles may influence the results to an unacceptable level. Preliminary check tests should be performed before using. Figure 20 compares the water contents of total material samples obtained by alcohol flaming and normal oven drying as well as the gravel contents obtained by two methods. The difference in water content by the two methods varies in the range of −0.6–0.6%, with an average of −0.1%, indicating the reliability of the flaming method for this particular case. Furthermore, the gravel contents obtained by the two methods are also very close to each other with a slight difference ranging between −0.4 and 0.3%.
Verification of the method used in the CHB dam. (a) Water content verification and (b) gravel content verification.
Two aspects are concerned as can be summarized from the above cases, i.e., the degree of compaction of the total material and that of the fine fraction (the diameter defining the fine fraction varies from dam to dam, e.g. 20 mm in the NZD dam and 5 mm in the CHB dam). The percent compaction of the total material is useful to guarantee the overall deformation performance but is not enough to ensure the impermeability of the fine fraction. On the other hand, the percent compaction of the fine fraction is a good indication of the impermeability but is not enough for the overall behavior of the total material. The concept of quality control for high ECRDs is increasingly stringent. For the PBG dam, emphasis was placed on the fine fraction. For the NZD dam, three-point rapid compaction tests were performed to check the compaction quality of the fine fraction (d < 20 mm). The percent compaction of the total material was not checked every point but was checked periodically. For the CHB dam, both the percent of compaction of the total material and the fine fraction were checked simultaneously, and this concept is used similarly in the LHK ECRD under construction. Deformation and seepage behaviors of these dams monitored in field prove the effectiveness of these control test methods.
Clay and gravel mixture has been used in constructing impermeable system of embankment dams for many years. The compaction performance as well as the strength, deformation and permeability behaviors are considerably influenced by the quantity of gravel contained. Determining and controlling the gravel content is therefore of great significance in design and construction. Many compaction tests performed for the reviewed cases in this chapter show that the fine fraction can be compacted to its densest state when the gravel content is below about 30%, beyond which the maximum dry density of the total material continues to increase while the percent compaction of the fine fraction decreases, as evidenced by the abrupt increase in permeability. A peak for the maximum dry density of the total material can generally be achieved when the gravel content is around 70%, beyond which the dry density decreases considerably when the gravel content is further increased.
Removing oversize particles from a cohesive soil is generally not easy, especially when the soil is in a wet state. However, experience obtained previously shows the success of using slope grizzlies and some shaking /vibrating screens or both. When a certain amount of gravel is to be blended with a raw material, the spreading and excavation practice seems to be an effective way. Scarification, sprinkling, and field checking should be performed to ensure the compaction and bonding quality and confirm the design assumptions. It is now a trend that both the percent compaction of the fine fraction and that of the total material be verified using some rapid field control tests as exemplified in this chapter.
Properties that have not been discussed but are also very important to the safety of embankment dams include the dynamic behavior, wetting-induced collapse behavior, and creep behavior of clay and gravel mixtures. Laboratory tests have been performed and various constitutive models that describing these important behaviors have been proposed and incorporated into finite element procedures, which play important role in predicting the performance of dams to be built. Field instrumentations for settlement, earth pressure and pore water pressure have also provided valuable information on the safety status of constructed dams. All these advances have contributed to the successful construction and operation of the reviewed cases and will continue to play important roles in even higher earth and rockfill dams.
This work is supported by the National Natural Science Foundation of China (Nos. 51779152 & U1765203).
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\n\nA Conflict of Interest is a situation in which a person's professional judgment may be influenced by a range of factors, including financial gain, material interest, or some other personal or professional interest. For IntechOpen as a publisher, it is essential that all possible Conflicts of Interest are avoided. Each contributor, whether an Author, Editor, or Reviewer, who suspects they may have a Conflict of Interest, is obliged to declare that concern in order to make the publisher and the readership aware of any potential influence on the work being undertaken.
\n\nA Conflict of Interest can be identified at different phases of the publishing process.
\n\nIntechOpen requires:
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\n\nAll Authors are obliged to declare every existing or potential Conflict of Interest, including financial or personal factors, as well as any relationship which could influence their scientific work. Authors must declare Conflicts of Interest at the time of manuscript submission, although they may exceptionally do so at any point during manuscript review. For jointly prepared manuscripts, the corresponding Author is obliged to declare potential Conflicts of Interest of any other Authors who have contributed to the manuscript.
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