您当前的位置:
首页 >
文章列表页 >
Weakening mechanism of mechanical behaviors and failure models of rock mass containing discontinuous joints under direct shear condition
更新时间:2026-06-25
    • Weakening mechanism of mechanical behaviors and failure models of rock mass containing discontinuous joints under direct shear condition

    • Vol. 31, Issue 3, (2010)
    • CLC: TU45
    • Online First:31 March 2010,

      Published:2010

    移动端阅览

  • LIU Yuan-ming, XIA Cai-chu. Weakening mechanism of mechanical behaviors and failure models of rock mass containing discontinuous joints under direct shear condition[J]. 2010, 31(3). DOI:

  •  
  •  
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

2760

下载量

0

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

Structure effects of random joint network rock mass on seismic response of underground caverns
Direct shear tests and PFC2D numerical simulation of colluvial mixture
Experimental validation of modified Maksimovic peak shear strength criterion for rock fractures
Analysis of deformation characteristics of prestressed anchor bolt based on shear test
Permeability tensor and seepage properties for jointed rock masses based on discrete fracture network model

Related Author

CUI Zhen
LENG Xian-lun
ZHU Ze-qi
SHENG Qian
XUE Ya-dong
LIU Zhong-qiang
WU Jian
TANG Zhi-cheng

Related Institution

Power China Huadong Engineering Corporation
Zhejiang HydroChina - Itasca R and D Center
School of Civil Engineering, Tianjin University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Key Laboratory of Geotechnical and Underground Engineering of Education Ministry, Tongji University
0