您当前的位置:
首页 >
文章列表页 >
Full-scale test and mechanism analysis on bearing capacity of GFRP anti-floating anchor socketed into rock
更新时间:2023-11-25
    • Full-scale test and mechanism analysis on bearing capacity of GFRP anti-floating anchor socketed into rock

    • Journal of Civil, Architectural & Environmental Engineering   Vol. 40, Issue 5, Pages: 78-85(2018)
    • DOI:10.11835/j.issn.1674-4764.2018.05.010    

      CLC:
    • Received:03 November 2017

      Published:2018-10

    移动端阅览

  • Xiaoyu Bai, Mingyi Zhang, Yonghong Wang, et al. Full-scale test and mechanism analysis on bearing capacity of GFRP anti-floating anchor socketed into rock[J]. Journal of Civil, Architectural & Environmental Engineering, 2018, 40(5): 78-85. DOI: 10.11835/j.issn.1674-4764.2018.05.010.

  •  
  •  
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

3

下载量

5

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

Experimental study on uplift failure of anchor plate based on PIV technology
Modified continuous hidden Markov model-based safety evaluation methodof high arch dam

Related Author

Yufei Ni
Zhongfa Qiao
Yong Zhu
Honghu Zhu
CHEN Shen
HU Shaowei
LI Jinghao
ZHENG Liwen

Related Institution

School of Civil Engineering, Chongqing University
School of Water Conservancy and Transportation Engineering, Zhengzhou University
0