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Yield stress and volume change behaviour of unsaturated soils

  • A. N. Zhou*
  • , D. Sheng
  • *Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

The SFG model (Sheng et al., 2008) provides a consistent explanation of yield stress, shear strength and volume change behaviour of unsaturated soils as functions of suctions. All these functions are based on one single equation that defines the volume change with suction and stress changes. This paper provides a systematic validation of the equation against experimental data. The experimental data used in the paper include those for samples prepared from slurry soils and compacted soils. It is shown that (1) the method currently used to determine yield stresses of unsaturated soils is incorrect, and (2) volume change behaviour of unsaturated soils can well be predicted by the SFG model.

Original languageEnglish
Title of host publicationUnsaturated Soils
Subtitle of host publicationTheoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils
Pages879-885
Number of pages7
StatePublished - 2010
Externally publishedYes
Event4th Asia Pacific Conference on Unsaturated Soils - Newcastle, NSW, Australia
Duration: 23 Nov 200925 Nov 2009

Publication series

NameUnsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils

Conference

Conference4th Asia Pacific Conference on Unsaturated Soils
Country/TerritoryAustralia
CityNewcastle, NSW
Period23/11/0925/11/09

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