A kinematic hardening based model for unsaturated soils considering different hydraulic conditions

作者：Maleki Mohammad^*; Pouyan Hassan

来源：International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40(16): 2271-2290.

DOI：10.1002/nag.2539

• unsaturated soils
• constitutive model
• effective stress
• constant water

At present, several of the existing elastoplastic constitutive models are adapted for describing the stress-strain behavior of unsaturated soils. However, most of them present certain limitations in this field. These limitations can be related to the basic model and/or added unsaturated state variables and formulations. In this regard, inability to model the hydro-mechanical behavior in constant water (CW) conditions is an example of these limitations. In this paper, an advanced version of CJS model is selected for adaptation to the unsaturated states. Adaptation to unsaturated states is achieved in the framework of effective stress approach. Effective stress equation and unsaturated state variables are selected based on the recent research existing in the literature. The developed model is capable of describing the complex behavior of unsaturated soil in the CW condition in addition to predicting the behavior at failure and post-failure, nonlinear elastoplastic behavior at low levels of stress and strain (by selecting a very small elastic domain), as well as wetting and collapse behaviors. In order to validate the model, results of triaxial tests in CD and CW conditions are used. The validation results indicate the good capability of the proposed model. Behavior of the unsaturated soils during wetting is an important issue. For this reason, the model is also evaluated based on the results of wetting and collapse triaxial tests. A comparison between the tests and simulation results shows that the model is able to predict the soil behavior under the wetting path.

• 出版日期2016-11