Analysis of Fractured Rock Permeability Evolution Under Unloading Conditions by the Model of Elastoplastic Contact Between Rough Surfaces

被引:1
作者
Y. Zhao
C. L. Wang
J. Bi
机构
[1] Guizhou University,College Civil Engineering
[2] Guizhou Provincial Key Laboratory of Rock and Soil Mechanics and Engineering Safety,undefined
来源
Rock Mechanics and Rock Engineering | 2020年 / 53卷
关键词
Rock fracture; Permeability; Unload; Elastoplastic contact;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:5795 / 5808
页数:13
相关论文
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