2016
DOI: 10.9720/kseg.2016.1.23
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Landslide Susceptibility Analysis : SVM Application of Spatial Databases Considering Clay Mineral Index Values Extracted from an ASTER Satellite Image

Abstract: This study evaluates landslide susceptibility using statistical analysis by SVM (support vector machine) and the illite index of clay minerals extracted from ASTER(advanced spaceborne thermal emission and reflection radiometer) imagery which can be use to create mineralogical mapping. Landslide locations in the study area were identified from aerial photographs and field surveys. A GIS spatial database was compiled containing topographic maps (slope, aspect, curvature, distance to stream, and distance to road)… Show more

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Cited by 6 publications
(3 citation statements)
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“…Meanwhile, in high soil drainage capacity areas, rainfall easily penetrates the soil, creating water films between the soil layers (Y. Nam et al 2016). When comprehensively reviewing the results of this study and previous studies, it is recommended that the installation of PPS be prohibited in areas with a soil depth of <20 cm or >100 cm and areas with good and very good soil drainage capacity, as they are highly susceptible to landslides.…”
Section: Suggest New Criteria For Pps Installable Areas Based On Ls Analysismentioning
confidence: 92%
“…Meanwhile, in high soil drainage capacity areas, rainfall easily penetrates the soil, creating water films between the soil layers (Y. Nam et al 2016). When comprehensively reviewing the results of this study and previous studies, it is recommended that the installation of PPS be prohibited in areas with a soil depth of <20 cm or >100 cm and areas with good and very good soil drainage capacity, as they are highly susceptible to landslides.…”
Section: Suggest New Criteria For Pps Installable Areas Based On Ls Analysismentioning
confidence: 92%
“…The formation of dispersive clays reduces the shear strength and induces spontaneous landslides, especially after heavy rainfall events. Besides, the volume and the residence time of the water in ltrating the underground control the intensity and direction of mineral-uid interface processes in the pelitic sediments, affecting the slope stability and deformation rate of the sliding mass (Nam et al, 2016). As shown in Figure 11e-f, the clay layer covers the bedrock and the boundary between clay soils and granite bedrock is clearly observed.…”
Section: Possible Failure Mechanismsmentioning
confidence: 94%
“…Several previous studies have analyzed landslide-susceptible areas using spatial distribution models. Examples include a study using MaxEnt species distribution modeling (MaxEnt) to create a landslide susceptibility map for Garhwal district in northern India, (5) a study analyzing landslide-susceptible areas using clay mineral index values extracted from ASTER satellite imagery, (6) a study evaluating the predictive power of landslide sensitivity using MaxEnt and frequency ratio methods in Cinque Terre, Italy, (7) and a study leading to the creation of a landslide susceptibility map through an ensemble of various spatial distribution models (such as MaxEnt, artificial neural network, and support vector machine). (8) These were all carried out to prevent damage by analyzing landslide-susceptible areas.…”
Section: Introductionmentioning
confidence: 99%