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- W4206728801 abstract "The residual shear strength is an essential parameter for designing mitigation techniques in reactivated landslides. The post-failure movement characteristics of reactivated landslides are generally affected by the residual strength behavior of the sliding surface. The factors which contribute to the residual strength such as displacement rate, mineralogical composition of the soil, salinity of the pore fluid, and soil aging are discovered by various researchers and are summarized, and their correlation with the residual shear strength has been discussed. Also, some case studies are presented from different countries where reactivated landslides have been observed (“Marappalam” landslide in India and “Ogoto” and “Kuchi-Otani” landslide in Japan and landslide in Three Gorge Reservoir in China), and behavior of these failure considering the residual shear strength are presented here." @default.
- W4206728801 created "2022-01-26" @default.
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- W4206728801 date "2022-01-01" @default.
- W4206728801 modified "2023-09-23" @default.
- W4206728801 title "Impact of Residual Strength of Soil in Reactivated Landslide: Case Studies of a Few Landslides in Different Regions of the Globe" @default.
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- W4206728801 doi "https://doi.org/10.1007/978-981-16-5669-9_21" @default.
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