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

Huat, Bujang B.K 1 , Faisal Ali 2 , Hashim, S. 2

Affiliations 

  • 1 Universiti Putra Malaysia
  • 2 University of Malaya
Pertanika Journal of Science & Technology, 2007;15(2):113-120.
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Abstract

The three shear strength parameters that are required to define a failure envelope of an unsaturated soil are c' (apparent cohesion),

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