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
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