您当前的位置：
首页 >
文章列表页 >
Active failure limit support force of shield tunnel excavation face in multi-layer soil
Civil Engineering | 更新时间：2025-11-14

    • Active failure limit support force of shield tunnel excavation face in multi-layer soil

    • “In the field of stability of shield tunnels, experts have established a calculation model for the active failure limit support force of excavation faces in multi-layer soil based on the wedge-shaped model, considering the soil arch effect and seepage effect, providing a solution for tunnel design.”
    • Journal of Civil and Environmental Engineering   Vol. 47, Issue 2, Pages: 134-140(2025)

    • DOI：10.11835/j.issn.2096-6717.2024.046    

      CLC： U455.43

    • Received：28 April 2024，

      Published：25 April 2025

    移动端阅览

  • HUANG Yingzhou.Active failure limit support force of shield tunnel excavation face in multi-layer soil[J].Journal of Civil and Environmental Engineering,2025,47(02):134-140. DOI： 10.11835/j.issn.2096-6717.2024.046.

  •  
  •  

0

Views

13

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

Segment deformation in shield tunnel construction considering process response
Cloud-edge-end architecture and application for intelligent detection of backfill grouting in shield tunnels
Parameter prediction method of shield slurry separation system by neural network based on wavelet denoising
Review and prospect of machine learning method in shield tunnel construction

Related Author

XU Zilong
LIN Wei
BU Xiangbo
ZENG Kun
XIE Xiongyao
SHI Zhou
XIE Xiongyao
LI Kang

Related Institution

Hangzhou Polytechnic
School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao University
School of Civil Engineering, Tongji University
China Railway 15th Bureau Group Co. Ltd
College of Civil Engineering; Key Laboratory of Geotechnical and Underground of Ministry of Education, Tongji University
0