Relationship between shear strength and soil water characteristic curve of an unsaturated granitic residual soil

The three shear strength parameters that are required to define a failure envelope of an unsaturated soil are c' (apparent cohesion),φ' (effective angle of friction), and φh (shear strength change with change in matric suction). A soil-water characteristic curve (SWCC) that relates the wat...

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Bibliographic Details
Main Authors: Kim Huat, Bujang, Ali, Faisal, Hashim, S.
Format: Article
Published: Universiti Putra Malaysia Press 2007
Online Access:http://psasir.upm.edu.my/id/eprint/40533/
http://www.pertanika.upm.edu.my/Pertanika%20PAPERS/JST%20Vol.%2015%20%282%29%20Jul.%202007/07%20PAGE%20113-120.pdf
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Institution: Universiti Putra Malaysia

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