您当前的位置:
首页 >
文章列表页 >
Mechanism of cylindrical cavity expansion under anisotropic initial stress state
更新时间:2026-06-25
    • Mechanism of cylindrical cavity expansion under anisotropic initial stress state

    • Vol. 31, Issue S2, (2010)
    • CLC: TU443
    • Online First:12 January 2011,

      Published:2010

    移动端阅览

  • ZHANG Ding-wen, HAN Wen-jun, LIU Song-yu. Mechanism of cylindrical cavity expansion under anisotropic initial stress state[J]. 2010, 31(S2). 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

2639

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

Analysis of cylindrical cavity expansion based on extended SMP criterion and stress path approach
Study of effect of platform width on dynamic response and failure mechanism of stepped slopes under earthquake
Similarity solutions of cylindrical cavity expansion based on SMP criterion
Unified solutions of cylindrical cavity expansion considering anisotropy, shear dilation and seepage
Mechanical properties and microstructural evolution of peaty soils subjected to freeze-thaw cycles

Related Author

LIU Shi-peng
SHI Jian-yong
LEI Guo-hui
LIN Hai
HAO Dong-xue
CHEN Rong
XU Cheng-shun
LIU Chun-cheng

Related Institution

North China Institute of Water Conservancy and Hydroelectric Power
Geotechnical Research Institute, Hohai University
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University
Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology
School of Civil Engineering and Architecture, Northeast Dianli University
0