Stability analysis of slope in strain-softening soils using local arc-length solution scheme  

作　　者：WANG Xiang-rong RONG Qi-guo SUN Shu-li WANG Hui 

机构地区：[1]College of Engineering,Peking University [2]Graduate School AICES,RWTH Aachen University

出　　处：《Journal of Mountain Science》2017年第1期175-187,共13页山地科学学报（英文）

基　　金：funded by the Chinese National Basic Research Program (2010CB731503)

摘　　要：Soils with strain-softening behavior — manifesting as a reduction of strength with increasing plastic strain — are commonly found in the natural environment. For slopes in these soils,a progressive failure mechanism can occur due to a reduction of strength with increasing strain. Finite element method based numerical approaches have been widely performed for simulating such failure mechanism,owning to their ability for tracing the formation and development of the localized shear strain. However,the reliability of the currently used approaches are often affected by poor convergence or significant mesh-dependency,and their applicability is limited by the use of complicated soil models. This paper aims to overcome these limitations by developing a finite element approach using a local arc-length controlled iterative algorithm as the solution strategy. In the proposed finite element approach,the soils are simulated with an elastoplastic constitutive model in conjunction with the Mohr-Coulomb yield function. The strain-softening behavior is represented by a piece-wise linearrelationship between the Mohr-Coulomb strength parameters and the deviatoric plastic strain. To assess the reliability of the proposed finite element approach,comparisons of the numerical solutions obtained by different finite element methods and meshes with various qualities are presented. Moreover,a landslide triggered by excavation in a real expressway construction project is analyzed by the presented finite element approach to demonstrate its applicability for practical engineering problems.

关 键 词：Strain-softening Progressive failure Slope stability Local arc-length scheme Numerical simulation 

分 类 号：TU43[建筑科学—岩土工程]