Infiltration type slope stability method using non-linear shear strength behaviour

Infiltration type slope stability method using non-linear shear strength behaviour

Shallow slope failure in hilly area triggered by rainfall infiltration is very common in the tropics and this is very difficult to quantify using the conventional slope stability methods. Those methods assess the failure by elevating the groundwater table (GWT) and apply the Terzaghi's linear s...

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Bibliographic Details
Main Authors: Abdullah M.H (Author), Azahar N.M (Author), Hezmi M.A (Author), Jamaludin N. (Author), Kamarudin S.N.N (Author), Mahmud M.Z.H (Author), Md Noor, M.J (Author), Muda, M.A (Author), Muhtar M.I.S.M (Author), Ramle, M.M (Author), Satar M.K.I.M (Author), Siat@Sirat Q.A (Author), Yaacob H. (Author), Yunus N.Z.M (Author)
Format: Article
Language:English
Published: Institute of Physics Publishing 2019
Subjects:
Cohesion intercept
Consolidated-undrained triaxial test
Ground water table
Groundwater
Infiltration
Non-linear shear strengths
Rainfall infiltration
Safety factor
Shallow slope failure
Shear strength
Slope protection
Slope stability
Slope stability analysis
Soil shear strength
Tropical engineering
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