Slope failure simulations with MPM

作     者：Philip J.Vardon Bin Wang Michael A.Hicks 

作者机构：Geo-Engineering SectionFaculty of Civil Engineering and GeosciencesDelft University of Technology State Key Laboratory of Geomechanics and Geotechnical EngineeringInstitute of Rock and Soil MechanicsChinese Academy of Sciences 

出 版 物：《Journal of Hydrodynamics》 (水动力学研究与进展B辑（英文版）)

年 卷 期：2017年第29卷第3期

页      面：445-451页

核心收录：

学科分类：08[工学] 080104[工学-工程力学] 0815[工学-水利工程] 0801[工学-力学（可授工学、理学学位）] 

基　　金：supported by the Marie Curie Career Integration Grant(No.333177) the "100 Talents" programme of the Chinese Academy of Science the China Scholarship Council the Geo-Engineering Section of Delft University of Technology 

主　　题：Heterogeneity material point method(MPM) rainfall induced slope failure strain softening 

摘      要：The simulation of slope failures,including both failure initiation and development,has been modelled using the material point method（MPM）.Numerical case studies involving various slope angles,heterogeneity and rainfall infiltration are *** is demonstrated that,by utilising a constitutive model which encompasses,in a simplified manner,both pre-and post-failure behaviour,the material point method is able to simulate commonly observed failure *** is a step towards being able to better quantify slope failure consequence and risk.