您当前的位置:
首页 >
文章列表页 >
Study of prediction of rockburst intensity based on efficacy coefficient method
更新时间:2026-06-25
    • Study of prediction of rockburst intensity based on efficacy coefficient method

    • Vol. 31, Issue 2, (2010)
    • CLC: TU457
    • Online First:24 March 2010,

      Published:2010

    移动端阅览

  • WANG Ying-chao, SHANG Yue-quan, SUN Hong-yue, et al. Study of prediction of rockburst intensity based on efficacy coefficient method[J]. 2010, 31(2). 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

3731

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

Tunnel boring machine vibration characteristics and dynamic disturbance-induced failure mechanisms of surrounding rock in deep tunnels
Relationship between surrounding rock quality based on multifactor evaluation and overbreak-underbreak of tunnels
Analysis of rockburst proneness under condition of combining spalling
Classification model of surrounding rock of underground oil storage caverns based on weights back analysis method and efficacy coefficient method and its application
Test of rockburst in straight-wall-top-arch roadways(tunnels) and its splitting and shearing failure analysis

Related Author

HE Ben-guo
WANG Biao
FENG Xia-ting
WANG Jie
GENG Xiao-jie
WU Shun-chuan
GAO Yong-tao
LIU Fang-biao

Related Institution

State Key Laboratory of Intelligent Deep Metal Mining and Equipment, Northeastern University
School of Civil and Environmental Engineering, University of Science and Technology Beijing
Shimao Property Holdings Co., Ltd.
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Research Center of Geotechnical and Structural Engineering, Shandong University
0