您当前的位置:
首页 >
文章列表页 >
基于楔形效应的隧道锚抗拔承载能力研究
更新时间:2026-06-25
    • 基于楔形效应的隧道锚抗拔承载能力研究

    • Vol. 37, Issue 1, (2016)
    • Published:2016

    移动端阅览

  • 基于楔形效应的隧道锚抗拔承载能力研究[J]. 2016, 37(1). 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

0

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

Comparative theoretical and experimental analysis of rock breaking by tunnel boring machine disc cutters
Investigation on thickness selection method of sealing steel plate for CAES gas storage caverns
Hydraulic scouring resistance characteristics of geosynthetics reinforced slopes
Strength development model for slurry-like mud treated by physicochemical combined method considering preloading stress
Experimental study on the definition and evolution characteristics of unfrozen water retention states in frozen clay

Related Author

No data

Related Institution

No data
0