Effects of fracture filling ratio and confining stress on the equivalent effective stress coefficient of rocks containing a single fracture

Author:

Cheng Zhiyao,Chen Zhaowei,Dong Wenbao,Hu DaweiORCID,Zhou Hui

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. Coupled hydro-mechanical modeling of rock fractures subject to both normal stress and fluid pressure;Xie;Yanshilixue Yu Gongcheng Xuebao/Chinese J Rock Mech Eng.,2011

2. On the effective stress coefficient of saturated fractured rocks;Chen;Comput Geotech,2020

3. Effect of pore fluid pressure on the normal deformation of a matched granite joint;Zhang;Processes,2018

4. Study on the effective stress characteristic of rough rock fractures with water pressure;Chen;Chin J Rock Mech Eng,2018

5. On the effective stress coefficient of single rough rock fractures;Zhao;Int J Rock Mech Min Sci,2021

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