您当前的位置：
首页 >
文章列表页 >
Influence of control stability of construction parameters on surface settlement induced by shield tunneling in soft soil
更新时间：2025-05-09

    • Influence of control stability of construction parameters on surface settlement induced by shield tunneling in soft soil

    • “In the field of shield tunnel excavation, experts have established a three-dimensional numerical model to explore the impact of excavation parameter variability on surface settlement, providing solutions for controlling surface settlement.”
    • Journal of Civil and Environmental Engineering   Pages: 1-13(2025)

    • DOI：10.11835/j.issn.2096-6717.2025.049    

      CLC： U455.43

    • Received：07 March 2025，

      Online First：09 May 2025，

    移动端阅览

  • HE Haini,ZHANG Rongjun,YANG Dong,et al.Influence of control stability of construction parameters on surface settlement induced by shield tunneling in soft soil[J].Journal of Civil and Environmental Engineering, DOI：10.11835/j.issn.2096-6717.2025.049.

  •  
  •  

0

Views

1

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
Prediction model of ground settlement caused by construction of double track parallel shield tunnels under arbitrary layout
Active failure limit support force of shield tunnel excavation face in multi-layer soil
Parameter prediction method of shield slurry separation system by neural network based on wavelet denoising

Related Author

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

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