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Research on the Constitutive Model of Unsaturated Expansive Soil

LU Zaihua et al.  
According to the triaxial tests on four kinds of stress paths of Nanyang expansive soil, the elas to plastic constitutive model of unsaturated expansive soil proposed by Gens and Alonso was validated and simplified in this paper. The abovementioned model was also improved by adding water volume constitutive relationship. The improved G A model of expansive soil contains 14 parameters, which have definite physical meanings and whose values can be obtained by four kinds of unsaturated triaxial tests. The improved model can reflect the main characteristics of expansive soil. The prediction model is satisfactory compared to the drained shear triaxial test results of Nanyang expansive soil.
【CateGory Index】: TU411
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