您当前的位置:
首页 >
文章列表页 >
Experimental and Numerical Analysis on Rupture of Rock Bridge with Non-Coplanar Intermittent Joints Under Direct Shear
更新时间:2023-11-25
    • Experimental and Numerical Analysis on Rupture of Rock Bridge with Non-Coplanar Intermittent Joints Under Direct Shear

    • Journal of Civil, Architectural & Environmental Engineering   Vol. 36, Issue 1, Pages: 59-67(2014)
    • DOI:10.11835/j.issn.1674-4764.2014.01.009    

      CLC:
    • Received:23 April 2013

      Published:25 February 2014

    移动端阅览

  • Yanlin Zhao, Qingyang Peng, Wen Wan, et al. Experimental and Numerical Analysis on Rupture of Rock Bridge with Non-Coplanar Intermittent Joints Under Direct Shear[J]. Journal of Civil, Architectural & Environmental Engineering, 2014, 36(1): 59-67. DOI: 10.11835/j.issn.1674-4764.2014.01.009.

  •  
  •  
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

4

下载量

6

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

Acoustic emission response characteristics and early warning of prefabricated hole tuff failure
Mechanical characteristics of siltstone under staged cyclic unloading-loading confining pressure

Related Author

ZHENG Lei
XU Xiaojing
XU Wangliang
SONG Zhanping
ZHANG Zekun
MIAO Shengjun
DUAN Yixuan
LIU Chunkang

Related Institution

China Railway Beijing Engineering Bureau Group First Engineering Co., Ltd.
School of Civil Engineering, Xi’an University of Architecture and Technology
Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering
School of Highway, Chang’an University
School of Civil and Resources Engineering, University of Science & Technology Beijing
0