您当前的位置：
首页 >
文章列表页 >
Experimental research on strength characteristic of brittle rock unloading confining pressure
更新时间：2026-06-25

    • Experimental research on strength characteristic of brittle rock unloading confining pressure

    • Vol. 30, Issue 9, (2009)
    • CLC： TU457

    • Online First：24 March 2010，

      Published：2009

    移动端阅览

  • LIU Dou-dou, CHEN Wei-zhong, YANG Jian-ping, et al. Experimental research on strength characteristic of brittle rock unloading confining pressure[J]. 2009, 30(9). 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

2726

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

A modified beam-spring model method and its application considering unloading effect during excavation
Experimental study of energy features of sandstone under loading and unloading
Time effect of stress and deformation of surrounding rock of circular tunnels during unloading
Deformation calculation of soil surrounding tunnel considering rheology of grouting material
Influences of different directional unloadings upon displacements and internal forces of retaining structure for foundation pit

Related Author

YANG Yong-wen
GUO Lei
NIE Wen-feng
YING Hong-wei
NIU Shuang-jian
XU Guo-an
JING Hong-wen
YANG Sheng-qi

Related Institution

China Resources Land (Suzhou) Limited
MOE, Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University
Institute of Geotechnical Engineering, Zhejiang University
School of Mechanics & Civil Engineering, China University of Mining and Technology
State Key Laboratory for Geomechanics ? Deep Underground Engineering, China University of Mining and Technology
0