NUMERICAL-SIMULATION OF FAULTS AND SHEAR ZONES

被引:59
作者
DONZE, F [1 ]
MORA, P [1 ]
MAGNIER, SA [1 ]
机构
[1] UCSD,SCRIPPS INST OCEANOG,LA JOLLA,CA 92093
关键词
BRITTLE-DUCTILE TRANSITION; DISCRETE ELEMENT METHOD; 2-D MODEL; FAULTS; FRACTURES; ROCK MECHANICS;
D O I
10.1111/j.1365-246X.1994.tb02126.x
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
A numerical model is developed to simulate faults and shear zones in rocks. It consists of a 2-D set of soft spheres in plane-strain compression tests. The soft spheres obey Newton's equations of motion and initially interact with viscoelastic forces. The fracturing process is simulated by the transition from 'attractive-repulsive' forces to solely 'repulsive' forces. The behaviour of the solid is studied by varying two independent parameters: the density of pre-existing fractures and the confining pressure. The density of pre-existing fractures controls the intrinsic cohesion of the rock. A transition from brittle to ductile behaviour is generated by letting this parameter vary. The deformation is localized along narrow shear zones when the solid is intact. As the cohesion decreases, the deformation becomes more homogeneous. The effect of the confining pressure is then studied for different cohesions. In loose media a variation of the stress drop in stress-strain curves is observed.
引用
收藏
页码:46 / 52
页数:7
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