Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: Numerical formulation and slope stability analysis

被引:18
|
作者
Hu, Ran [1 ]
Hong, Jia-Min [1 ,2 ]
Chen, Yi-Feng [1 ]
Zhou, Chuang-Bing [1 ,3 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China
[2] Powerchina Huadong Engn Corp Ltd, Hangzhou 310004, Zhejiang, Peoples R China
[3] Nanchang Univ, Sch Civil Engn & Architecture, Nanchang 330031, Jiangxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Unsaturated soils; Coupled hydro-mechanical analysis; Hydraulic hysteresis; Numerical formulation; Landslides; PARTIALLY SATURATED SOIL; STRESS-STRAIN BEHAVIOR; WATER-RETENTION CURVE; CONSTITUTIVE MODEL; MECHANICAL-BEHAVIOR; POROUS-MEDIA; RAINFALL INFILTRATION; HYDROMECHANICAL ANALYSIS; IMPLICIT INTEGRATION; ELASTOPLASTIC MODEL;
D O I
10.1016/j.apm.2017.09.023
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The hysteresis of water retention curve has a profound influence on the coupled hydro mechanical behaviors in unsaturated soils, but numerical implementation with consideration of this property was rarely reported due to the difficulties in the integration of the coupled constitutive models. In this study, a numerical formulation is proposed for modeling the coupled flow-deformation processes with hydraulic hysteresis. A return mapping scheme is developed to integrate the water retention curve model with hydraulic hysteresis and the elasto-plastic model simultaneously within a time step, and the deformation dependent nature of the water retention curve is considered rigorously by modifying the coefficient matrices in the discretized governing equations. The performance and efficiency of the proposed numerical formulation is validated by two existing laboratory tests and a computational example, demonstrating better performance and convergence of the proposed formulation. The proposed procedure is then applied for modeling the coupled flow-deformation processes in a soil slope under rain infiltration. The simulated results reveal the significant effects of hydraulic hysteresis on the coupled water-air two-phase flow and elasto-plastic deformation processes. The solid deformation and the evolution of the shear band would be remarkably overestimated, and the slope failure would be early predicted when neglecting hydraulic hysteresis. (C) 2017 Elsevier Inc. All rights reserved.
引用
收藏
页码:221 / 245
页数:25
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