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

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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/

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