DEM Simulation of Direct Shear: 1. Rupture Under Constant Normal Stress Boundary Conditions

被引:85
作者
Bewick, R. P. [1 ,2 ,3 ]
Kaiser, P. K. [2 ]
Bawden, W. F. [1 ]
Bahrani, N. [3 ]
机构
[1] Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
[2] Willet Green Miller Ctr, CEMI, Sudbury, ON P3E 2C6, Canada
[3] Laurentian Univ, Sudbury, ON P3E 2C6, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Intact brittle rock; Direct shear; Shear rupture; Rupture mechanism; Distinct element method (DEM); Grain-based method (GBM); PARTICLE MODEL; FAULT GOUGE; ROCKS; FAILURE; TESTS; INITIATION; SANDSTONE; BEHAVIOR;
D O I
10.1007/s00603-013-0490-8
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A particle-based distinct element method and its grain-based method are used to generate and simulate a synthetic specimen calibrated to the rupture characteristics of an intact (non-jointed) low-porosity brittle rock deformed in direct shear. The simulations are compared to the laboratory-generated ruptures and used to investigate rupture at various normal stress magnitudes. The fracturing processes leading to shear rupture zone creation and the rupture mechanism are found to be normal stress dependent (progressing from tensile splitting to shear rupture) and show partial confirmation of rupture zone creation in nature and in experiments from other materials. The normal stress dependent change is found to be due to the orientation of the major principal stress and local stress concentrations internal to the synthetic specimens being deformed. The normal stress dependent rupture creation process results in a change to the rupture zone's geometry, shear stress versus horizontal displacement response, and thus ultimate strength.
引用
收藏
页码:1647 / 1671
页数:25
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