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Influence of specimen uniformity on mechanical behaviour of unsaturated soil

✍ Scribed by Yang, Gang; Yang, Qing; Zhang, Jin-li

Book ID
125374998
Publisher
Central South University
Year
2014
Tongue
English
Weight
796 KB
Volume
21
Category
Article
ISSN
2095-2899

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The two stress-state variable approach has been widely used in interpreting unsaturated soil behaviour. However this approach cannot take into account the effect of degree of saturation or water contents on the stress-strain behaviour and strength of unsaturated soils. The triaxial test results pres