A bounding surface model for unsaturated soils considering the microscopic pore structure and interparticle bonding effect due to water menisci

2021 ◽  
Author(s):  
Bowen Han ◽  
Guoqing Cai ◽  
Annan Zhou ◽  
Jian Li ◽  
Chenggang Zhao
2020 ◽  
Vol 195 ◽  
pp. 02007
Author(s):  
Bowen Han ◽  
Guoqing Cai ◽  
Lin Xie ◽  
Jian Li ◽  
Chenggang Zhao

This article presents a bounding surface model for unsaturated soils by using skeleton stress and bonding variable based on microcosmic pore structure as constitutive variables. A Hydraulic hysteresis soil-water characteristic curve model considering deformation and hydraulic hysteresis is combined to achieve hydraulic coupling. The proposed model can capture the change of the inter-particles bonding effect in the deformation process of unsaturated soils and accurately predict the hydraulic mechanical behavior of unsaturated soils under complicated loading paths and wetting-drying cycles. The validity of the proposed model is confirmed by the results of unsaturated isotropic compression tests, wetting-drying cycles tests and unsaturated triaxial shear tests reported in the literature.


2022 ◽  
Vol 141 ◽  
pp. 104529
Author(s):  
Guoqing Cai ◽  
Bowen Han ◽  
Annan Zhou ◽  
Jian Li ◽  
Chenggang Zhao

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