Rigid-plastic model of rock deformation and failure

被引：1
|
作者：
Kovrizhnykh, AM [1 ]
机构：
[1] Russian Acad Sci, Inst Min, Siberian Branch, Novosibirsk, Russia
来源：
JOURNAL OF MINING SCIENCE | 2003年 / 39卷 / 02期
关键词：
plasticity; deformation; rock jailure;
D O I：
10.1023/B:JOMI.0000008456.14345.99
中图分类号：
TD [矿业工程];
学科分类号：
0819 ;
摘要：
The analysis and comparison are performed for the directions of stress- and velocity-field characteristics in hyperbolic equations of nonassociated plastic models on the basis of the Coulomb-Mohr and Huber-Mises-Shleiher criteria for various stress states. In the particular cases, the classic results are obtained for soils and ductile metals, among them the slipping lines observed in experiments.
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页码：118 / 131
页数：14
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