A Continuum-based Discrete Element Method of Random Block Shape for Analyzing Stability of Cataclastic Rock Mass Slope
A Continuum-based Discrete Element Method (CDEM) of random block shape is developed according to the distributing character of the joint face of the cataclastic rock mass slope.Basically anomalistic polyhedron including concave polyhedron block model is created, and then the method is applied to analyze the slope stability. At first, the stability of the cataclastic rock mass slope is evaluated according to two main factors: a) the convergence of simulant energy to zero and b) propagation of some cracks through the slope. More over, the critical strength curve of slope stability can be depicted in this step. Next, the different damage forms of cataclastic rock mass slope, with different joint occurrence under gravity, are simulated. At the end the fracture and stability loss of the slope, under both gravity and seismic action will be analyzed.
cataclastic rock mass slope stability CDEM random discretional polyhedron energy displacement
Liu Tianping Li Shihai Liu Xiaoyu Cheng Kai
Institute of Mechanics,Chinese Academy Sciences,Beijing,100080,China School of Mechanics & Engineering China University of Mining & Technology,Beijing,100083,China
国际会议
北京
英文
341-354
2008-09-24(万方平台首次上网日期,不代表论文的发表时间)