Numerical simulation of a flow-like landslide using the particle finite element method

被引:141
作者
Zhang, Xue [1 ]
Krabbenhoft, Kristian [1 ]
Sheng, Daichao [1 ]
Li, Weichao [2 ]
机构
[1] Univ Newcastle, ARC Ctr Excellence Geotech Sci & Engn, Callaghan, NSW 2308, Australia
[2] China Inst Water Resources & Hydropower Res, State Key Lab Simulat & Regulat Water Cycle River, Beijing, Peoples R China
关键词
Particle methods; Landslide; Mathematical programming; Contact; GRANULAR CONTACT DYNAMICS; LARGE-DEFORMATION; MESHLESS METHODS; COLUMN COLLAPSE; MODEL; HYDRODYNAMICS; SPH; ALGORITHM; SURFACE; MOTION;
D O I
10.1007/s00466-014-1088-z
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
In this paper, an actual landslide process that occurred in Southern China is simulated by a continuum approach, the particle finite element method (PFEM). The PFEM attempts to solve the boundary-value problems in the framework of solid mechanics, satisfying the governing equations including momentum conservation, displacement-strain relation, constitutive relation as well as the frictional contact between the sliding mass and the slip surface. To warrant the convergence behaviour of solutions, the problem is formulated as a mathematical programming problem, while the particle finite element procedure is employed to tackle the issues of mesh distortion and free-surface evolution. The whole procedure of the landslide, from initiation, sliding to deposition, is successfully reproduced by the continuum approach. It is shown that the density of the mass has little influence on the sliding process in the current landslide, whereas both the geometry and the roughness of the slip surface play important roles. Comparative studies are also conducted where a satisfactory agreement is obtained.
引用
收藏
页码:167 / 177
页数:11
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