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In West Lampung, Sumatra, Indonesia, tropical volcanic residual soils are formed from weathering of volcanic breccias in hydrothermal alteration areas with a thickness of up to 20 m. This soil has the characteristics of clayey silt, low to high plasticity, brownish-red color, has the potential to swelling, easily eroded, and slide when it is saturated, and contains the minerals kaolinite, halloysite, illite, dickite, nacrite, montmorillonite, despujolsite, hematite, and magnetite. The results showed that this soil can cause corrosion of steel and is widely used by the community as a medium for growing plants and vegetables and as a foundation for infrastructure (for example, houses). The volcanic residual soil of the research area had Low Rare Earth Element (LREE) potential and specific uses. The soil with characteristic low plasticity has Liquid Limit (LL) brine value <50% will be suitable for agriculture purposes, building foundations, and earth construction. At the same time, the other category is soil with intermediate to high plasticity characteristics, which has an Liquid Limit (LL) brine value >50%, was more ideal for the primary forest.
*Address all correspondence to: praharaiqbal123@gmail.com
1. Introduction
The soil (Greek: pedon; Latin: solum) is a part of the earth’s crust made up of minerals and organic matter. The soil originates from rocks’ physical and chemical weathering and has particle sizes ranging from clay to boulders. In general, the soil is divided into two types: residual soil and sedimentary soil [1].
Residual soil is soil formed directly from the rock source due to rock chemical weathering, dominated by the hydrolysis process (reaction between silicate minerals and acids) due to high rainfall and temperature conditions. The soil is above and in contact with the source rock or, in other words, does not undergo a transport process [1, 2, 3, 4]. Based on the degree of rock weathering, this soil is within or equal to zone VI [5, 6, 7, 8] (Figure 1).
Figure 1.
Rock weathering profile and residual soil formation (Modification from [7]).
Residual soil is mainly formed in tropical climates and has high rainfall and is formed in areas with many quaternary volcanic rock formations, such as Indonesia (tropical volcanic residual soil) [9, 10, 11, 12]. In Indonesia, these deposits occupy 53% of the land area and form the basis for constructing various types of infrastructure [9, 13, 14, 15].
Geologically, the residual soils have a unique mineral composition of clay. Allophane, halloysite, kaolinite, illite, and montmorillonite are some minerals of clay found in the residual soil [13, 16]. The formation of residual soil will produce its own physical and engineering characteristics [10, 17]. Rahardjo et al. and Huat et al. [10, 18] have revealed that the soil has complex and diverse properties. Depending on the characteristics and history of eruptions, residual soils, in particular volcanic residual soils, may be layered or massive, coarse-grained or fine-grained, bonded or unbound, cracked or not broken. Volcanic residual soil can cover flat or sloping areas, reaching thicknesses of up to tens of meters. This soil covers an essential part of the world’s surface, including the formation of slopes, areas occupied by urban settlements, structures, and infrastructure, and can create environmental problems, such as landslides, erosion, and land degradation [19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30].
The remainder of this chapter deals with genetics, characteristics, advantages and disadvantages, land suitability, soil improvement, and comparison with tropical volcanic residual soils. This research was conducted in West Lampung Transect Road, West Lampung, Lampung Province, Sumatra, Indonesia (Figure 2).
Figure 2.
Research area observations and geological map. (Modified from Soehaimi et al. [31]).
The research area was on tropical wet climate [18]. Annual precipitation in this area was more than 2000 mm per year [32]. The region’s geography is characterized by rolling hills with a V valley shape, a medium to a steep slope, and an altitude of 850–1150 meters above sea level (see Figure 2). The landscape regulates the flow patterns of regional research into radial, parallel, and sub-dendritic (see Figure 2). An important aspect that forms the romance of the research area today is the Sumatra Fault that passes through the area. Geographical conditions of the research area and earth dynamics processes formed volcanic soil with a thickness of more than 20 m [28] (Figure 3).
Figure 3.
Tropical volcanic residual soil.
Based on field findings and petrographic analysis, the research area consists of volcanic breccias with tuff components embedded in the tuff, sand, and clay matrix. (see Figures 2 and 4).
Figure 4.
Volcanic breccias.
Tuff, the dominant rock, is characterized by crystal tuff and lithic tuff. Those tuff exhibit welded and flow structures, porphyritic and clastic textures, consisting of fragments and cement. The fragments consist of feldspar (partially insulated and alkaline feldspar type), quartz (showing embayment), plagioclase (andesine type), pyroxene, epidote, sericite, iron oxide, opaque minerals, and biotite embedded in the flow-textured volcanic glass base (Figure 5).
Figure 5.
Rock photomicrograph.
The rocks that make up the research area are deposited on land. The rock is deposited in a hydrothermal alteration environment. Evidence of hydrothermal alteration in the presence of geothermal manifestations around the research area, namely in the Mt. Seminung to the north and in the Suoh area, Mt. Sekincau, to the south [33].
Volcanic glass, mica, and feldspar, as the main components of the rock source, are mainly submerged in clay minerals [34]. Based on XRD analysis, clay minerals are made up of kaolinite, dickite, nacrite, halloysite, illite, montmorillonite, and chlorite. Other minerals, including quartz, hematite, magnetite, and cristobalite, were present (Figure 6).
Figure 6.
Soil composition of mineralogy.
Kaolinite, dickite, nacrite, and halloysite are kaolinite groups {Al2Si2O5 (OH)4} [31]. Hunt and Yuan et al. [35, 36] noted that the occurrence of kaolinite and halloysite indicates soil extracted from volcanic rocks with a felsic composition. They described the forming climate at tropical temperatures, neutral to acidic pH conditions, free drainage, and porous rocks. Kaolinite and halloysite are secondary minerals commonly present in Andisols [37]. Both minerals are derived from feldspar and chlorite weathering [38]. Nacrite and dickite are clay minerals from the rarest group of kaolinites. The mineral is a transition from an illite mineral. Chen et al. [39] revealed that the presence of nacrite and dickite was associated with tuff deposition. These minerals are produced in the hydrothermal alteration environment.
The illite mineral {(K, H3O)(Al, Mg, Fe)2(Si, Al)4O10[(OH)2, (H2O)} is defined as clay-sized mica contained in clay rocks. Illite is a clay mineral formed in areas with mild climate characteristics or in mountain tropics. This kind of clay is made from weathering rocks rich in K and Al under high pH conditions. Generally, these minerals are formed by weathering mica minerals such as muscovite and feldspar. Chlorite {(Mg, Fe)3 (Si, Al)4O10(OH)2 • (Mg, Fe)3 (OH)6} is a secondary mineral, typically found in igneous rock, formed from primary Fe-Mg minerals.
Montmorillonite {(Na; Ca)0:3(Al; Mg)2Si4O10(OH)2. NH2O} is a mineral subclass of the smectite group, formed from the intemperate mica, feldspar, and volcanic ash. The mechanism that acts on the shape of these minerals is the process of neoformation. This phase is typical in source rocks of volcanic glass composition [40, 41]. Ryan and Huertas [42] have proposed that the occurrence of kaolinite-montmorillonite in soil suggests that the soil parent material is andesitic that influenced by hydrothermal alteration.
Hematite (Fe2O3) is an iron (III) oxide mineral. Hematite minerals of the clay size can also occur as secondary minerals produced by soil weathering processes and iron oxides or other oxyhydroxides, such as goethite, responsible for the red color of the soil in the tropics [43].
Magnetite (Fe3O4) is a mineral and one of the three most common iron oxides in nature. This mineral has magnetic properties. Magnetite, black, a relatively common metallic mineral, is also one of the most important iron ores of modern society, occurring in various igneous, pegmatite, contact metamorphic rocks hydrothermal veins [44].
Cristobalite (SiO2) is the stable form of silica. This mineral is formed at very high temperatures in medium-acid volcanic rocks [45, 46]. Despujolsite {Ca3Mn4 + (SO4) 2 (OH) 6 • 3H2O} is a mineral formed in hydrothermal manganese deposits [47].
Centered on Hardjowigeno [48]; Subardja et al. [49], the West Lampung Semi-Detailed Soil Map on a scale of 1:50,000 in 2016 released by the Agricultural Research and Development Agency, and WRB map (https://www.isric.org/explore/wrb accessed on January, 01st, 2021) the research area are made up of Andosol-type soil. The soil is acidic, PH <6, CEC is medium - Low, storage capacity and water absorption are very high; N, P, K, Ca, Mo, Mg content and microbial activity low-very low, and moderate to good drainage conditions/well-drained soils.
Based on observations in the field, generally, the soil in the research area has a brownish-red color, the characteristics of it loose when it is dry and sticky when it is wet, groove erosion can be observed, and it is easy to break off if there is additional water in the rainy season. The soil surface can be seen as the soil severely degraded with very large angular or platy aggregates and restricted pore space (see Figures 3 and 7).
Figure 7.
Soil cracking.
Based on laboratory analysis (Table 1), the soil of the research area is included in the high plasticity silt type (MH) [50]; has characteristics low to medium plasticity characteristics (LL Brine 32.12% - 68.66%) [51, 52]. This soil has a specific gravity of 2.41–3.03. According to Bowles [53], the soil of the research area consists of mica and iron. Next, the soil has a wet unit weight of 1.27 g/cm3–2.15 g/cm3 and porosity 35.25% to 67.00%, based on de Castro et al. [54] these characteristics belonged to the soil which has clayey silt and uniform grain size, and inorganic soil type. The soil has a liquid limit >50%, has a plasticity index>17%. Prakash and Jain [55] categorize this type of soil as soil with high plasticity. The permeability of this soil is 4.63E-11 to 5.54E-05 m/s (soil with small to sufficient permeability) [56]. The engineering characteristics of this soil are cohesion values of 0.008 kg/cm2 to 1,675 kg/cm2 and internal shear angles 18.36o to 39.26o. These values represent that the soil of the research area is in a very loose to solid state/good and slide hazard [57].
The soil microstructure investigation was carried out using a scanning electron microscope (SEM), and SEM images at different magnifications are shown in Figure 8. SEM photos show that the soil microstructure of the soil of the research area is an aggregation of soil particles with fractures and pores (see Figure 8). The percentage of soil aggregation compared to fractures and pores is 70:30. This Figure implies that soil aggregation is dominant against fractures and pores, causing the soil permeability of the volcanic residue in the research area to be small to relatively permeable.
Figure 8.
a-b SEM tropical volcanic residual soil.
From Figure 8, it can be seen that the soil aggregate is kaolinite in the form of platy, illite in the form of curved and spongy sheets, and halloysite in the form of tubes. The three minerals are bound/cemented by iron oxide. Plate-shaped particles will be susceptible to degradation due to mechanical efforts and forces acting in nature. The shape of the plate particles causes the shear strength of the volcanic residual soil in the research area to be not so large [58, 59].
People usually use volcanic residual soil as a growing medium for different kinds of plants [60, 61] because the soil has an organic layer and organic minerals [62]. Priddle et al. [63] argued that volcanic soil, especially red soil, is one of the most fertile soils in the world as a product of volcanic material. This soil is very suitable for growing root crops such as potatoes and ginger. In some countries, such as Japan and China, volcanic residual soil is a critical resource with significant consequences for sustainable agricultural production and stable economic growth. These countries use this soil as a basis for infrastructure (roads, buildings, etc.) and landfills [64, 65, 66, 67].
Because this type of soil is widely used for agriculture, fertilizers for plant fertilization will be intensive. One source said that the use of fertilizers in the West Lampung area was 17,845 tonnes. The subsidized fertilizer consists of urea of 9,365 tons, SP36 1,300 tons, ZA 1,230 tons, NPK (nitrogen, phosphorus and potassium) Fonseka 5,150 tons, and organic 800 tons. (https://www.liputan6.com/bisnis/read/4464775/alokasi- pupuk-bersubsidi-lampung-barat-tahun-2021-naik accessed on March 03, 2021). Hu et al. [68] and Ramos et al. [69] state that fertilizers in the soil will increase the likelihood of REE forming. The main areas with an increase of REE in the soil are restricted to regions where agriculture is intense. In agricultural areas, the main REE entrance is caused by the application of phosphate fertilizers. These factors form REE in addition to the parent material that forms the soil and the mineralogical content of the soil. REE will form in all types of rock and soil. Soils originated from igneous rocks, schists, and sandstone tend to contain more REE when compared to those originated from other materials. The adsorption of REE in soils is influenced by clay type and content, especially the concentrations of aluminum silicates and iron and manganese oxides. These last ones have the most remarkable adsorption capacity.
Because the soil type in the research area comes from Quaternary volcanic rock, dominant clayey soils, and contains manganese oxide (Despujolsite), we hypothesize that in the soil of the research area, there is an Low Rare Earth Element (LREE) type. One of the benefits of Rare Earth Element (REE) is in the electronics industry. REE will be used as a chemical catalyst for the manufacture of portable electronic device batteries.
On the other hand, volcanic residual soil still has its disadvantages. Iqbal et al. [28] observed that the liquid limit of volcanic residual soil is >50%, while some researchers [70, 71, 72, 73] found that liquid limits >40% would decrease the shear strength of the soil and cause landslides (Figure 9). Landslides usually occur during the rainy season. Landslide due to soil lack of strength as rainwater infiltration induces positive pore water pressure and reduces the safety factors (FoS).
Figure 9.
Landslide event.
Many residual soils in the tropics exhibit abnormally high internal shear angles, which can be explained by soil particles randomly arranged by weathering [58]. Another reason the residual soil angle has a large enough internal shear angle is iron oxide in the soil. Zhang et al. [23] revealed that iron oxides in residual soils are present due to local enrichment and exist in the form of layers of clay aggregates binding them to coarser aggregations. Zhang et al. [58] stated that iron oxide in residual soil would cause poor compacting properties, but it is an agent to increase cementation and structural strength of the soil. The presence of iron oxide will make the internal friction angle in the soil quite large. The weakness of the bonds (cementation) formed by iron oxide is that when the soil is saturated with water, the cementation can be damaged or destroyed. The event will reduce soil cohesion. If the soil forms a slope, there will be a possibility of landslides.
Darajaat et al. [74] revealed that one of the factors that influence the stability of the volcanic residual soil slope is rainwater with an intensity condition of 10–43 mm/hour and 120–168 hours. This condition will reduce the slope safety factor by 2–30%. Another, Widisaputra et al. [75] simulated the stability of the volcanic residual soil slopes that were affected by earthquakes. The result is that the safety factor of the volcanic residual soil slopes will decrease by 1/3 to ½.
The observations of Iqbal et al. [76] concluded that the volcanic residual soil in the West Lampung area has swelling potential. This potential is due to the volcanic residual soil containing clay minerals such as kaolinite, halloysite, illite, and montmorillonite. The swelling-shrinking features that belong to this type of soil result in cracking, which occurs during the dry season. The fractures that occur would affect the local hydrological conditions. These conditions can impact the stability of slopes, agricultural production, and plantations [77, 78, 79, 80, 81]. On the other side, the mechanism of swelling and shrinking of the soil can cause considerable damage to the walls of the buildings [27, 82, 83].
Another thing that is concerned about is the corrosion process of steel. Veleva et al. [84]; Norhazilan et al. [85]; Noor and Al-Moubaraki [86]; Lim et al. [87]; Wasim and Shoaib [88]; Liu et al. [89] revealed that soil composed of silt and clay will have the highest level of corrosion compared to soil composed of rough grains (gravel to sand), this is related to the water content, the corrosion process will be high in soils with high water content. Iqbal et al. [29] stated that the properties of soil engineering (plasticity index, water content, and clay content) impact the corrosion process of steel. Their paper found that the water content had an adequate contribution of 24.79% to the corrosion process. The corrosion process (in this case, the corrosion rate) will increase if 1% of the index plasticity and water content is added.
Since the soil characteristic of the research area is silt and clay, this process should be taken into account when building infrastructure (such as water/gas/oil buried pipelines or building foundations).
According to several researchers [90, 91, 92, 93, 94], there have been very drastic shifts in land use in West Lampung, Sumatra, Indonesia over the last ten years (2000–2010). Primary forests have declined significantly, while dryland agriculture (coffee-based farming), rice fields, and residential areas have grown. These adjustments cause soil erosion and surface runoff. According to the author’s observations in the region, soil depletion resulted in erosion and landslides during the rainy season (see Figure 9). Meanwhile, during the dry season, there is drought and soil cracking (Figure 7). This phenomenon indicates the occurrence of soil quality issues in the West Lampung region. As a result of these issues, it is assumed that the volcanic residual soil of the study area has unique characteristics for specific land use.
Based on our research, using a statistical approach (K-Means Clustering) (Tables 2 and 3) and qualitative analysis, the soils of the research area are divided into two clusters (Figure 10). The first cluster soils with low plasticity, LL brine value of 50% or less (low to intermediate salt content). This cluster included soils with the inactive soil category (< 1) and contained minerals: despujolsite, hematite, chlorite, montmorillonite (< 0.4%), and quartz. While the second cluster soils with intermediate to high plasticity have LL brine values greater than 50% (intermediate to high salt content), and soils with the normal to active soil category (> 1). Despujolsite, hematite, magnetite, illite, montmorillonite (> 0.4%), dickite, and quartz are the minerals that can be found in this cluster.
No
Sample Code
Soil Activity
LL_brine
Montmorillonite
Clusters
1
X25
1.25
53.55
0.6
2
2
X24
0.82
40.19
0.4
1
3
S2
0.92
101.17
0.9
2
4
S3
1.51
46.64
0.4
2
5
S4
1
68.66
0.9
2
6
S5
0.91
48.68
0.4
1
7
DS11
0.92
43.11
0.4
1
8
S10
0.97
51.93
0.4
2
9
G05
1.26
59.17
0.6
2
10
G03
0.99
47.26
0.5
2
Table 2.
Tropical volcanic residual soil cluster.
Cluster
Error
F
Sig.
Mean Square
df
Mean Square
df
Soil_Activity
37.354
1
.327
54
114.313
.000
LL_brine
18.026
1
.685
54
26.327
.000
Montmorillonite
20.784
1
.634
54
32.800
.000
Table 3.
ANOVA.
Figure 10.
Soil cluster map.
The following is an example of soil suitability. The first cluster includes swell-shrink features ranging from zero to intermediate. This soil type has well-structured soil, strong consistency, low seepage losses, and a limited pore area [67, 95]. The soils would be ideal for agriculture, building foundations, and earth construction due to their characteristics [67].
The second cluster is distinguished by intermediate to high swell-shrink characteristics [96]. These soils are dispersed because of their high Natrium content. The soils had been heavily eroded, and platy aggregates had formed [95]. These traits contribute to slow seedling emergence and germination [97]. These soils have insufficient soil intensity [98]. Infiltration in these soils can be rapid at first, but they later stay wet for long periods, causing erosion, infrastructure destruction, and trafficability problems [99]. Because of their characteristics, soils in this cluster are well suited for primary forest growth.
Volcanic residual soil is unique for engineering purposes. For engineering purposes, much volcanic residual soil is compacted to increase soil strength and/or decrease permeability. This is done to increase density, reduce porosity, and shrink pores. Volcanic residual soil exhibits wretched incompetence, but this property can often be overcome by drying. Significant changes in cohesion and internal friction angles can be induced during drying to make volcanic residual soil suitable for engineering purposes.
One example is that a Road Engineer would dry volcanic residual soil in the sun to irreversibly reduce its moisture content or apply calcined lime (CaO), gypsum, cement, and/or bitumen to create an exothermic dehydration reaction [67, 96, 100].
Another way to improve the physical properties of volcanic soil is by using agroecological methods, which is not allowing volcanic residual soil to be bare, the goal is to prevent the soil from being easily eroded [67, 96, 101, 102]. Planting elephant grass is an agro-ecological effort. In addition to helping increase soil cohesion, elephant grass can also be used as animal feed.
In several years, Buurman, P. [103], Northmore, et al., [104], and Prasetyo and Gilkes [105], research on the characteristics of volcanic residual soils in Indonesia was conducted. Case studies involved soils on andesitic volcanic material between 100 and 1000 m altitude in West and East Java, West Sumatra acid volcanic tuffs, and South-East Sulawesi ultramafic rocks in Indonesia. Discussions are mainly on soil classification, soil genetic, engineering characteristics, and engineering use.
On West Java, Indonesia, Latosols in a toposequence between 40 and 1020 m altitude on andesitic rocks and derived sediments were classified according to Soil Taxonomy. Although soils can be classified according to Soil Taxonomy, several of the boundaries in Soil Taxonomy units are inconvenient for practical use. It is proposed to define Red and Yellowish Red Latosols. The Location of the research took place on the Salak and Gede Volcanoes, West Java. This area consists of intermediary volcanic tuffs (andesite). Soil, which is the result of weathering of the source rock, contains halloysite as the main mineral that already shows some kaolinite characteristics (metahalloysite). This mineral is accompanied by fair amounts of interstratified illite-vermiculite, some illite-chlorite, goethite, and quartz.
The subsequent research is on the west and north to east slopes of the Lawu Volcano, East Java, Indonesia. The physical chemistry and mineralogy were studied of two sequences of soils: Andosols, Latosols, Mediterranean Soils, and Grumusols on the west slope and Mediterranean Soil on the north-east slope of the Lawu Volcano. Soils are developed from pyroxene andesite parent material on Upper Pleistocene and Holocene surfaces. Weathering gradually increases downslope. Andosols are the least weathered soils, while Mediterranean Soils at the lowest altitude are most strongly weathered. Downslope, free iron in soils, and particularly iron concretions in the sand fraction increase considerably, hence, perhaps the red color of soils at lower altitudes. Weathering with the prevailing high rainfall and constantly high (isohyperthermic) temperature produces deep soils with predominantly halloysitic mineralogy. Gibbsite is formed in medium acid soils. Smectite appears in neutral to mildly alkaline soils with a high supply of bases.
The presence was demonstrated of Oxisols on felsic and ultramafic parent materials on South-East Sulawesi. On ultramafic rocks, there was an association of Inceptisols, Alfisols, Ultisols, and Oxisols governed by topography. The rocks are mainly peridotites with a varying degree of serpentinization. They are separated from the main body by a fault zone with schists and phyllites. Montmorillonite minerals predominate in the clay fractions with additional vermiculite-illite, margarite, illite, and quartz following a high supply of bases—mainly magnesium—by weathering of peridotite. Montmorillonites form in contact with the disintegrating rock or in places with magnesium-rich groundwater. As soon as Mg becomes depleted, interstratified minerals form that finally change to kaolinite.
The soils studied in West Sumatra occur on Tertiary or Early Quaternary volcanic tuffs of dacitic and liparitic composition. The landscape is an undulating dissected peneplain, and erosion is only slight. The soil Colors were mainly strong brown and redder. Textures were very clayey. The soils were strongly desaturated. Clay fractions were invariably dominated by kaolinite, showed minor amounts of gibbsite, chlorite, goethite, and quartz.
Based on the literature review above, the soil in the research area has several similarities and differences in characteristics. The equation lies in the color reddish brown-brownish red, iron, and soils with predominantly halloysitic mineralogy. Its distinguishing characteristic is the content of other minerals. This difference is due to differences in geographical location and surrounding geological conditions. It is known that an area with mountainous conditions, tropical climates, bypassed by fault structures, and there is a manifestation of the geothermal/hydrothermal alteration environment, will produce soil with a sufficiently varied and concentrated clay mineral content, as well as minerals that are characteristic of the hydrothermal alteration region (e.g., Despujolsite) as in the research area.
Tropical volcanic residual soils of the research area have several similarities and differences in characteristics compared to other volcanic residual soils in the Indonesian area. The equation lies in the color reddish brown-brownish red, iron, and soils with predominantly halloysitic mineralogy. Its distinguishing characteristic is the content of other minerals. This difference is due to differences in geographical location and surrounding geological conditions. It is known that an area with mountainous conditions, tropical climates, bypassed by fault structures, and there is a manifestation of the geothermal/hydrothermal alteration environment, will produce soil with a sufficiently varied and concentrated clay mineral content, as well as minerals that are characteristic of the hydrothermal alteration region (e.g., Despujolsite) as in the research area.
The soil has a specific use. For the first cluster, the community can use the soil to growing some plants and vegetables because it is very fertile. The soil can be used for building foundations, but the soil can cause steel corrosion, requiring special attention when using it. Another particular concern is for the soil in the second cluster. This soil type has the potential to swelling and landslide during the rainy season. Soil improvements are needed when the community will use them. Finally, the soil in the research area has Rare Eart Element (REE) potential. Low Rare Earth Element (LREE) is the type that is likely to be in the soil.
Acknowledgments
This work was supported by the grant of the SAINTEK 2018 Scholarship (No. 3535, the year 2018), the Indonesian Institute of Science (No. 937/H/2018), and the Faculty of Geological Engineering, Pajadjaran University (No: 532/UN6.RKT/PP/2018).
Conflict of interest
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Notes/thanks/other declarations
In particular, we would like to thank M.S. Sadewo, Abdul W. Asykarullah, FTG UNPAD 2016 students, and all those who have helped so that this paper can be completed properly.
References
1.Wesley LD. Fundamentals of soil mechanics for sedimentary and residual soils. John Wiley & Sons; 2009.
2.Blight G. Origin and formation of residual soils. Mechanics of Residual Soil. 1997;1:15.
3.Wesley L. Residual soils and the teaching of soil mechanics. In 2013.
4.Sunarminto S, Bambang H, Nurudin M, Sulakhudin S, Wulandari C. Peran Geologi dan Mineralogi Tanah untuk Mendukung Teknologi Tepat Guna dalam Pengelolaan Tanah Tropika. Yogyakarta, Indonesia: Gadjah Mada University Press; 2014.
5.Little A. The engineering classification of residual torpical soils. In 1969.
6.Dearman W, Baynes F, Irfan T. Engineering grading of weathered granite. Engineering Geology. 1978;12:345-374.
7.Sadisun I, Bandono B. Pengenalan derajat pelapukan batuan guna menunjang pelaksanaan berbagai pekerjaan sipil dan operasi penambangan. Bul Ilmiah Gakuryoku. 1998;10-22.
8.Sudarsono U, Hasibuan G. Karakteristik Geologi Teknik Tanah Residu Batuan Sedimen Kuarter Bawah Daerah Kertajati, Majalengka, Jawa Barat Engineering Geological Characteristics of the Residual Soil, Lower Quaternary Sediments in Kertajati Region, Majalengka, West Java. Jurnal Geologi Indonesia. 2011;6(3):177-189.
9.Elifas D. Geologi Kuarter Kaitannya Dengan Gerakan Tanah Sebagai Salah Satu Bencana Alam yang Menonjol di Indonesia. Makalah Dalam Loka Karya Geologi Kuarter,(Kerjasama PPPG-JICA). 1989;16-18.
10.Rahardjo W, Sukandarrumidi, Rosidi H. Peta geologi gersistem Jawa lembar Yogyakarta, Jawa, skala 1:100.000, edisi 2. Pusat Penelitian dan Pengembangan Geologi. 1995;
11.Sukamto R, Ratman N, Simandjuntak TO. Peta Geologi Indonesia Skala 1:5.000.000. Bandung, Indonesia: P3G; 1996.
12.Ali A, Huang J, Lyamin A, Sloan S, Griffiths D, Cassidy M, et al. Simplified quantitative risk assessment of rainfall-induced landslides modelled by infinite slopes. Engineering Geology. 2014;179:102-116.
13.Wesley LD. Fundamentals of soil mechanics for sedimentary and residual soils. Wiley Online Library; 2010.
14.Saroso BS. Geology and Landslide in Indonesia. Proceeding of National Seminar Slope Bandung. 2002;1-13.
15.Wibawa Y, Sugiarti K, Soebowo E. Characteristics and engineering properties of residual soil of volcanic deposits. In IOP Publishing; 2018. p. 012041.
16.Wilson M. The origin and formation of clay minerals in soils: past, present and future perspectives. Clay minerals. 1999;34(1):7-25.
17.Fredlund DG, Rahardjo H. An overview of unsaturated soil behaviour. Geotechnical special publication. 1993;1-1.
18.Huat BB, Toll DG, Prasad A. Handbook of tropical residual soils engineering. CRC Press; 2012.
19.Jia J, Zhou C, Jiang N, Lu S. Analysis of Stability of Residual Soil Slope and Treatment Measure. Electronic Journal of Geotechnical Engineering. 2014;19:3889-3898.
20.Lee C, Byun Y-H, Lee J-S. Geotechnical and Geoacoustic Properties of Volcanic Soil in Ulleung Island, East Sea of Korea. Marine Georesources & Geotechnology. 2016;34(7):659-667.
21.Faridlah M, Tohari A, Iryanti M. Hubungan Parameter Sifat Magnetik Dan Sifat Keteknikan Tanah Pada Tanah Residual Vulkanik. Wahana Fisika. 2016;1(1):54-76.
22.Taboada T, Rodríguez-Lado L, Ferro-Vázquez C, Stoops G, Cortizas AM. Chemical weathering in the volcanic soils of Isla Santa Cruz (Galápagos Islands, Ecuador). Geoderma. 2016;261:160-168.
23.Zhang X, Kong L, Yin S, Chen C. Engineering geology of basaltic residual soil in Leiqiong, southern China. Engineering Geology. 2017;220:196-207.
24.Lemougna PN, Wang K, Tang Q, Nzeukou A, Billong N, Melo UC, et al. Review on the use of volcanic ashes for engineering applications. Resources, Conservation and Recycling. 2018;137:177-190.
25.Zolkepli M, Ishak M, Zaini M. Analysis of slope stability on tropical residual soil. International Journal of Civil Engineering and Technology. 2018;9(2):402â.
26.Xia J, Cai C, Wei Y, Wu X. Granite residual soil properties in collapsing gullies of south China: spatial variations and effects on collapsing gully erosion. Catena. 2019;174:469-477.
27.Stell E, Guevara M, Vargas R. Soil swelling potential across Colorado: A digital soil mapping assessment. Landscape and Urban Planning. 2019;190:103599.
28.Iqbal P, Muslim D, Zakaria Z, Permana H, Syahbana AJ, Yunarto J. Geotechnical Characteristics of Volcanic Red Clay Soil Related to Geoengineering Problem in Sekincau, Sumatra, Indonesia. International Journal of Advanced Science and Technology. 2020;29(7):3166-3173.
29.Iqbal P, Muslim D, Zakaria Z, Permana H, Yunarto Y. RELATIONSHIP BETWEEN SOIL ENGINEERING PROPERTIES AND CORROSION RATE IN ANDESITIC VOLCANIC SOILS, WEST LAMPUNG, SUMATRA, INDONESIA. Jurnal Teknologi. 2020;83(1):117-125.
30.Uyeturk CE, Huvaj N, Bayraktaroglu H, Huseyinpasaoglu M. Geotechnical characteristics of residual soils in rainfall-triggered landslides in Rize, Turkey. Engineering Geology. 2020;264:105318.
31.Soehaimi A, Muslim D, Kamawan I, Negara RS. Microzonation of the Liwa City on the Great Sumatera Active Fault and Giant Ranau Volcanic Complex in South Sumatera, Indonesia. In: Engineering Geology for Society and Territory-Volume 5. Springer; 2015. p. 1015-9.
32.Iqbal P. Geologi Kuarter dan Cuaca Daerah Lampung Barat, Kaitannya dengan Kejadian Longsor (Studi Kasus Jalur Jalan Transek Lampung Barat). Jurnal Geologi dan Sumberdaya Mineral. 2018;19(3):163-169.
33.Energi K, Mineral SD. Potensi Panas Bumi Indonesia Jilid 1. Direktorat Panas Bumi, Ditjen EBTKE dan Pusat Sumber Daya Mineral, Batubara, dan Panas Bumi, Badan Geologi Jakarta (ID): Kementerian Energi dan Sumber Daya Mineral. 2017;
34.Churchman GJ, Lowe DJ. Alteration, formation, and occurrence of minerals in soils. CRC press; 2012.
36.Yuan P, Tan D, Annabi-Bergaya F. Properties and applications of halloysite nanotubes: recent research advances and future prospects. Applied Clay Science. 2015;112:75-93.
37.Joussein E, Petit S, Churchman J, Theng B, Righi D, Delvaux B. Halloysite clay minerals—a review. Clay minerals. 2005;40(4):383-426.
38.Wilson M. Factors of soil formation: parent material. As exemplified by a comparison of granitic and basaltic soils. Soils: basic concepts and future challenges Cambridge University Press, Cambridge. 2006;113-129.
39.Chen FH. Foundations on expansive soils. Vol. 12. Elsevier; 2012.
40.Chesworth W. Encyclopedia of soil science. Springer Science & Business Media; 2007.
41.Frolova JV, Gvozdeva IP, Kuznetsov NP. Effects of hydrothermal alterations on physical and mechanical properties of rocks in the Geysers Valley (Kamchatka Peninsula) in connection with landslide development. In 2015. p. 1-6.
42.Ryan P, Huertas FJ. The temporal evolution of pedogenic Fe–smectite to Fe–kaolin via interstratified kaolin–smectite in a moist tropical soil chronosequence. Geoderma. 2009;151(1-2):1-15.
43.Cornell RM, Schwertmann U. The iron oxides: structure, properties, reactions, occurrences and uses. John Wiley & Sons; 2003.
44.Harrison RJ, Dunin-Borkowski RE, Putnis A. Direct imaging of nanoscale magnetic interactions in minerals. Proceedings of the National Academy of Sciences. 2002;99(26):16556-16561.
45.Bishop JL, Ethbrampe EB, Bish DL, Abidin ZL, Baker LL, Matsue N, et al. Spectral and hydration properties of allophane and imogolite. Clays and Clay Minerals. 2013;61(1):57-74.
46.Matsui M, Sato T, Funamori N. Crystal structures and stabilities of cristobalite-helium phases at high pressures. American Mineralogist. 2014;99(1):184-189.
47.Gaudefroy C, Granger M-M, Permingeat F, Protas J. La despujolsite, une nouvelle espece minerale. Bulletin de Minéralogie. 1968;91(1):43-50.
48.Hardjowigeno S. Klasifikasi Tanah dan Pedeogenesis. 1993;
49.Subardja D, Ritung S, Anda M, Sukarman ES, Subandiono R. Petunjuk Teknis Klasifikasi Tanah Nasional. Balai Besar Penelitian dan Pengembangan Sumberdaya Lahan Pertanian, Badan Penelitian dan Pengembangan Pertanian, Bogor. 2014;22.
50.Casagrande A. Classification and identification of soils. Transactions of the American Society of Civil Engineers. 1948;113(1):901-930.
51.Jang J, Carlos Santamarina J. Fines classification based on sensitivity to pore-fluid chemistry. Journal of Geotechnical and Geoenvironmental Engineering. 2016;142(4):06015018.
52.Santamarina JC, Park J, Terzariol M, Cardona A, Castro GM, Cha W, et al. Soil properties: physics inspired, data driven. In: Geotechnical fundamentals for addressing new world challenges. Springer; 2019. p. 67-91.
53.Bowles JE. Engineering Properties of Soils and their Measurements 4th edition. New Delhi: McGraw Hill Education (India) Private Limited; 2012.
54.de Castro J, Ballesteros F, Méndez A, Tarquis AM. Fractal analysis of Laplacian pyramidal filters applied to segmentation of soil images. The Scientific World Journal. 2014;2014.
55.Prakash K, Sridharan A. Free swell ratio and clay mineralogy of fine-grained soils. Geotechnical Testing Journal. 2004;27(2):220-225.
56.Igwe O, Mode W, Nnebedum O, Okonkwo I, Oha I. The analysis of rainfall-induced slope failures at Iva Valley area of Enugu State, Nigeria. Environmental earth sciences. 2014;71(5):2465-2480.
57.Kaniraj SR. Design aids in soil mechanics and foundation engineering. Tata McGraw-Hill; 1988.
58.Zhang X, Liu X, Chen C, Kong L, Wang G. Engineering geology of residual soil derived from mudstone in Zimbabwe. Engineering Geology. 2020;277:105785.
59.Heidemann M, Bressani LA, Flores JA. Hydrothermal clays and their influence on slope stability in residual soils of Southern Brazil. Bulletin of Engineering Geology and the Environment. 2021;80(2):795-811.
60.Leamy M. International committee on the classification of Andisols (ICOMAND). Circular Lett 10, 29 Feb. 1988;
61.Shoji S, Nanzyo M, Dahlgren R. Volcanic ash soils: genesis, properties and utilization. Elsevier; 1994.
62.Richmond RH, Golbuu Y, Shelton III AJ. Successful management of coral reef-watershed networks. In: Coasts and Estuaries. Elsevier; 2019. p. 445-459.
63.Priddle J, Lacey D, Look B, Gallage C. Residual Soil Properties of South East Queensland. Australian Geomechanics Journal. 2013;48(1):67-76.
64.Hino T, Lejeune A. Pumped storage hydropower developments. 2012;
65.Yu H-Y, Li F-B, Liu C-S, Huang W, Liu T-X, Yu W-M. Iron redox cycling coupled to transformation and immobilization of heavy metals: implications for paddy rice safety in the red soil of South China. In: Advances in Agronomy. Elsevier; 2016. p. 279-317.
66.Oji AS, Akinbiyi OA, Olayiwola KO. Geotechnical Characterization of Soil, a Tool in Determining The Suitability of Soil for Construction Purpose, A Case Study of Federal Polytechnic Ede, Osun State, Southwestern Nigeria. IJOSEET. 2016;1(2):16-23.
67.Danso H. Suitability of Soil for Earth Construction as Building Material. Advancements in Civil Engineering & Technology. 2018;2(3):199-211.
68.Hu Z, Haneklaus S, Sparovek G, Schnug E. Rare earth elements in soils. Communications in Soil Science and Plant Analysis. 2006;37(9-10):1381-1420.
69.Ramos SJ, Dinali GS, Oliveira C, Martins GC, Moreira CG, Siqueira JO, et al. Rare earth elements in the soil environment. Current Pollution Reports. 2016;2(1):28-50.
70.Nengsih S. Pengaruh Kadar Air Terhadap Kestabilan Lereng (Kampus Politeknik Negeri Padang). Jurnal Ilmiah Rekayasa Sipil. 2015;12(2):36-45.
71.Fan C-C, Chang H-W. The role of time in the hydrological behavior of residual soil slopes during rainfall events. Catena. 2015;124:1-8.
72.Bidyashwari I, Kushwaha R, Chandra M, Okendro M. Physical properties of soil and its implication to slope stability of Nungbi Khunou, NH-150, Manipur. International Journal of Geosciences. 2017;8:1332-1343.
73.Kristo C, Rahardjo H, Satyanaga A. Effect of hysteresis on the stability of residual soil slope. International soil and water conservation research. 2019;7(3):226-238.
74.Darajaat MR, Iqbal P, Zakaria Z, Muslim D. PENGARUH INTENSITAS DAN DURASI HUJAN TERHADAP KESTABILAN LERENG TANAH RESIDUAL VULKANIK DI JALUR LIWA-KEMUNING, LAMPUNG BARAT. Geoscience Journal. 2020;4(2):181-190.
75.Widisaputra R, Zakaria Z, Sophian RI, Iqbal P, Permana H. PENGARUH BEBAN GEMPA TERHADAP KESTABILAN LERENG TANAH DAERAH LIWA DAN SEKITARNYA, KABUPATEN LAMPUNG BARAT, LAMPUNG. Geoscience Journal. 2020;4(5):411-419.
76.Iqbal p, Muslim D, Zakaria Z, Permana H, Satriyo NA, Syahbana AJ, Yunarto, Khoirullah N, Asykarullah AW. Swelling potential of volcanic residual soils in Sumatra (Indonesia) in relation to environmental issues. Environ. Socio.-econ. Stud. 2020; 8(4): 1-10.
77.Kirby J, Bernardi A, Ringrose-Voase A, Young R, Rose H. Field swelling, shrinking, and water content change in a heavy clay soil. Soil Research. 2003;41(5):963-978.
78.Yoo K, Amundson R, Heimsath AM, Dietrich WE. Spatial patterns of soil organic carbon on hillslopes: Integrating geomorphic processes and the biological C cycle. Geoderma. 2006;130(1-2):47-65.
79.Jiang H, Wang B, Inyang HI, Liu J, Gu K, Shi B. Role of expansive soil and topography on slope failure and its countermeasures, Yun County, China. Engineering geology. 2013;152(1):155-161.
80.Qi S, Vanapalli SK. Influence of swelling behavior on the stability of an infinite unsaturated expansive soil slope. Computers and Geotechnics. 2016;76:154-169.
81.Stewart RD, Abou Najm MR, Rupp DE, Selker JS. Modeling multidomain hydraulic properties of shrink-swell soils. Water Resources Research. 2016;52(10):7911-7930.
82.Pusch R, Yong RN. Microstructure of smectite clays and engineering performance. CRC Press; 2006.
83.Al-Yaqoub TH, Parol J, Znidarcic D. Experimental investigation of volume change behavior of swelling soil. Applied Clay Science. 2017;137:22-29.
84.Veleva L. Soils. ASTM International. OH; 2005. 387-404 p. (Corrosion Tests and Standards: Application and Interpretation).
85.Norhazilan M, Nordin Y, Lim K, Siti R, Safuan A, Norhamimi M. Relationship between soil properties and corrosion of carbon steel. Journal of Applied Sciences Research. 2012;8(3):1739-1747.
86.Noor EA, Al-Moubaraki AH. Influence of soil moisture content on the corrosion behavior of X60 steel in different soils. Arabian Journal for Science and Engineering. 2014;39(7):5421-5435.
87.Lim KS, Yahaya N, Md Noor N, Mior Mohd Tahir SNF, Paik JK, Mohd MH. Effects of soil properties on the corrosion progress of X70-carbon steel in tropical region. Ships and Offshore Structures. 2017;12(7):991-1003.
88.Wasim M, Shoaib S. Influence of Chemical Properties of Soil on the Corrosion Morphology of Carbon Steel Pipes. Metals in Soil-Contamination and Remediation. 2019;
89.Liu H, Dai Y, Cheng YF. Corrosion of underground pipelines in clay soil with varied soil layer thicknesses and aerations. Arabian Journal of Chemistry. 2020;13(2):3601-3614.
90.Dariah A, Agus F, Arsyad S, Sudarsono S, Maswar M. Erosion and surface runoff in coffee-based agricultural land in Sumberjaya, West Lampung. Agrivita. 2004;26(1):52-60.
91.Dariah A, Agus F. Soil Quality of the Land under Coffee-Based Farming System (Case Study at Sumberjaya, West Lampung). Jurnal Tanah dan Iklim. 2012;(23).
92.Dariah A, Agus F, Arsyad S. Relationship Between Soil Characteristics and Rate of Soil Loss on Coffee Base-Farming System at Sumberjaya, West Lampung. 2012;
93.Astuti JW. Deteksi Perubahan Penggunaan Lahan di Kabupaten Lampung Barat. Thesis Institut Pertanian Bogor. 2016;
94.Yustika RD, Somura H, Yuwono SB, Arifin B, Ismono H, Masunaga T. Assessment of soil erosion in social forest-dominated watersheds in Lampung, Indonesia. Environmental monitoring and assessment. 2019;191(12):1-15.
95.Agriculture and Horticulture Development Board and British Beet Research Organisation. Principles of Soil Management. AHDB; 2019. 20 p.
96.Ipswich City Council and Ipswich Rivers Improvement Trust. Ipswich Soil Management Guidelines. Amec Foster Wheeler; 2014 p. 51.
97.Lal R, Stewart B. Soil Management for sustaining ecosystem services. Chapter 19. Principles of Sustainable Soil Management in Agroecosystems Lal R, Stewart B(eds) CRC Press Taylor & Francis Group, Boca Raton, FL. 2013;521-533.
98.Fernández-Getino A, Duarte A. Soil management guidelines in Spain and Portugal related to EU Soil Protection Strategy based on analysis of soil databases. Catena. 2015;126:146-154.
99.FAO. Voluntary guidelines for sustainable soil management. 2017;
100.Neall VE. Volcanic soils. Land use, land cover and soil sciences. 2009;7:23-45.
101.Perret S, Michellon R, Boyer J, Tassin J. Soil rehabilitation and erosion control through agro-ecological practices on Reunion Island (French Overseas Territory, Indian Ocean). Agriculture, ecosystems & environment. 1996;59(3):149-157.
102.Perret S, Dorel M. Relationships between land use, fertility and Andisol behaviour: examples from volcanic islands. Soil Use and Management. 1999;15(3):144-149.
103.Buurman P. Red soils in Indonesia. Pudoc; 1980.
104.Northmore K, Culshaw M, Hobbs P, Hallam J, Entwisle D. Engineering geology of tropical red clay soils: summary findings and their application for engineering purposes. 1993.
105.Prasetyo B, Gilkes R. Properties of iron-oxides from red soils derived from volcanic tuff in West Java. Soil Research. 1994;32(4):781-794.
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