您当前的位置:
首页 >
文章列表页 >
Evaluation of possibility of tunnel collapse by drilling and blasting method based on T-S fuzzy fault tree
更新时间:2026-06-25
    • Evaluation of possibility of tunnel collapse by drilling and blasting method based on T-S fuzzy fault tree

    • Vol. 40, Issue S1, Pages: 319-328(2019)
    • DOI:10.16285/j.rsm.2018.1712    

      CLC: U452
    • Online First:16 August 2019,

      Published:2019

    移动端阅览

  • CHEN Wu, ZHANG Guo-hua, WANG Hao, et al. Evaluation of possibility of tunnel collapse by drilling and blasting method based on T-S fuzzy fault tree[J]. 2019, 40(S1): 319-328. DOI: 10.16285/j.rsm.2018.1712.

  •  
  •  
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

327

下载量

7

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

Evaluation of the possibility of foundation pit collapse with "diaphragm wall+support" based on T-S fuzzy fault tree
Study on theory of fuzzy finite element method of elastic media slope
Evaluation of collapse possibility of deep foundation pits in metro stations based on multi-state fuzzy Bayesian networks
Evaluation of liquefaction flow characteristics and soil state of saturated sand based on tension and compression apparent viscosity
Physical-mechanical properties and durability analysis of foamed lightweight soil based on excavated soil and fly ash

Related Author

ZHONG Guo-qiang
WANG Hao
KONG Li
WANG Cheng-tang
JIANG Zhong-ming
XU Wei-ya
ZHANG Xin-min
FENG Shu-rong

Related Institution

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Shandong Provincial Communications Planning & Designing Institute
College of Geomatics, Shandong University of Science and Technology
Institute of Geotechnical Engineering, Changsha University of Science & Technology
South Design & Research Institute, CHECC, Changsha
0