2017
DOI: 10.1186/s40703-017-0039-x
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Landslide hazard zonation mapping and cut slope stability analyses along Yercaud ghat road (Kuppanur–Yercaud) section, Tamil Nadu, India

Abstract: Background Landslide is an important natural calamity, which frequently occurs on natural slopes as well as cut slopes of ghat roads in mountainous region, causing risk to human life and properties each year [2, 45]. The occurrence of landslides in mountainous regions is

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Cited by 12 publications
(6 citation statements)
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“…The ghat section was buffered 2) for individual parameter [6,12] . The highest weight assigned to landslide inventory (20), slope (16), relief (12), lithology (12) and rainfall (08) based on their importance and triggering intensity in the landslide frequency. Final landslide hazard zonation (LHZ) map of the study area prepared by using the weight base multi-criteria overlay method in GIS domain using ArcGIS 10.5 software.…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…The ghat section was buffered 2) for individual parameter [6,12] . The highest weight assigned to landslide inventory (20), slope (16), relief (12), lithology (12) and rainfall (08) based on their importance and triggering intensity in the landslide frequency. Final landslide hazard zonation (LHZ) map of the study area prepared by using the weight base multi-criteria overlay method in GIS domain using ArcGIS 10.5 software.…”
Section: Methodsmentioning
confidence: 99%
“…They calculated LHEF rating scheme and the total estimated hazard (TEHD) as per the Bureau of Indian Standard (BIS) guidelines (IS: 14496 (Part-2) 1998). Ramesh et al [16] examined the landslide hazard zonation mapping and cut slope stability analyses along Yercaud ghat road (Kuppanur -Yercaud) section, Tamil Nadu, India, in this research they prepare macro LHZ map using the landslide hazard evaluation factor (LHEF) rating scheme proposed by Bureau of Indian Standard IS 14496 (Part-2) 1998. Chingkhei R. K. et al [2] prepare landslide hazard zonation in NH-1A in Kashmir, Himalaya, India, using GIS and remote sensing data.…”
Section: [1]mentioning
confidence: 99%
“…The major pitfalls are inadequate understanding of the underlying mechanism of slope failure and the interplay of causative factors of slope failures. However, recently, ample pioneering work has been done by many researchers employing conventional and numerical simulation approaches, and a much better understanding of rock slope engineering practices has been achieved [13,14,18,20,22,23,38,50,51,55,61]. In different sections of the Uttarakhand Himalayas, noteworthy studies on slope stability have been carried out by various researchers and organizations, which have provided reasonable and rational insights into environmental fragility, particularly in areas traversed by major and minor tectonic structures [18,20,52,54,60,67,69].…”
Section: Introductionmentioning
confidence: 99%
“…This leads to biasness in the results and the output tends to give the results based on the initial weight given by the author. When such models, where user gives ranking based on earlier experiences, are used for preparation of LSZ map (Rawat et al 2015;Ghosh et al 2017;Ramesh et al 2017), the choice of rating needs to be analysed. Depending on the number of layers being used in the analysis, the combination of these ratings will vary in factorial terms.…”
Section: Introductionmentioning
confidence: 99%