Theoretical analysis on a coupled seepage-damage model of fractured rock mass

被引：0
|
作者：
Zheng, S. [1 ]
Zhu, W. [1 ]
机构：
[1] Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
来源：
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2001年 / 20卷 / 02期
关键词：
Fracture - Mathematical models - Mechanical permeability - Seepage - Tensors;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Based on the self-consistent theory, the constitutive and damage evolution equation of fractured rock mass containing water under complicated stress are set up. A permeable tensor considering the effects of damage is presented. Taking the two above-mentioned aspects into consideration, a coupled seepage-damage model of fractured rock mass is established.
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页码：156 / 159
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