您当前的位置:
首页 >
文章列表页 >
Experimental study of shear-seepage behaviour of rock joints under constant normal stiffness
更新时间:2026-06-25
    • Experimental study of shear-seepage behaviour of rock joints under constant normal stiffness

    • Vol. 41, Issue 1, Pages: 57-66(2020)
    • DOI:10.16285/j.rsm.2018.2275    

      CLC: TU452
    • Online First:05 January 2020,

      Published:2020

    移动端阅览

  • XIA Cai-chu, YU Qiang-feng, QIAN Xin, et al. Experimental study of shear-seepage behaviour of rock joints under constant normal stiffness[J]. 2020, 41(1): 57-66. DOI: 10.16285/j.rsm.2018.2275.

  •  
  •  
icon
试读结束,您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束,您可以通过登录账户,到个人中心,购买VIP会员阅读全文。
已是VIP会员?
去登录 >

0

Views

455

下载量

2

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Study of mechanical characteristics of simulated rock joints with second-order asperity under cyclic shear loading
Experimental study of influence of seepage pressure on joint stress-seepage coupling characteristics
Experimental study of deformation behavior of rock joints under cyclic shear loading
Experimental study of shear characteristics by simulating rock mass joints sample with second-order asperities
Stability analysis of jointed rock slopes based on discrete element method

Related Author

LIU Bo
LI Hai-bo
ZHU Xiao-ming
CHEN Jun-tao
YIN Li-ming
LIU Ya-qun
LI Hai-bo
LIU Bo

Related Institution

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Gansu Province Transportation Planning, Survey and Design Institute Co., Ltd.
State Key Laboratory of Mine Disaster Prevention and Control, Shandong University of Science and Technology
Instutite of Rheological Mechanics, Xiangtan University
College of Civil Engineering & Mechanics, Xiangtan University
0