您当前的位置：
首页 >
文章列表页 >
Numerical analysis and strength experiment of rock-like materials with multi-fissures under uniaxial compression
更新时间：2026-06-25

    • Numerical analysis and strength experiment of rock-like materials with multi-fissures under uniaxial compression

    • Vol. 31, Issue 11, (2010)
    • CLC： TU452

    • Online First：24 November 2010，

      Published：2010

    移动端阅览

  • 蒲成志, 曹 平, 赵延林, et al. Numerical analysis and strength experiment of rock-like materials with multi-fissures under uniaxial compression[J]. 2010, 31(11). 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

3478

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

Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Relationship between particle micro and macro mechanical parameters of parallel-bond model
Dynamic point safety factor analysis method of seismic stability of geosynthetics reinforced soil slope
Analysis of effect of anchor on deformation and force of double-row piles
Numerical analysis and test verification of penetration resistance for bucket foundation installation considering effect of soil squeezing

Related Author

CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
XIE Jiang-wei
TENG Han-qing
ABI ERDI

Related Institution

State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC
China Railway Academy Co., Ltd.
School of River & Ocean Engineering, Chongqing Jiaotong University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
0