Study on the stability of double-mode shield excavation face in composite strata based on limit analysis theorem

HUANG Fu; CHEN Jingjing; WANG Yongtao; YANG Yunqiang; TAN Rui

doi:10.11835/j.issn.2096-6717.2022.095

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Study on the stability of double-mode shield excavation face in composite strata based on limit analysis theorem

Civil Engineering | 更新时间：2024-11-22

- Study on the stability of double-mode shield excavation face in composite strata based on limit analysis theorem
- “In the field of shield tunneling in composite strata, experts have constructed a two-dimensional failure mechanism at the soil rock interface, derived the objective function of soil chamber pressure under the limit state, and provided a solution for maintaining the stability of the excavation face.”
- Journal of Civil and Environmental Engineering Vol. 46, Issue 6, Pages: 89-99(2024)
- 作者机构：
  
  1.长沙理工大学土木工程学院，长沙 410114
  2.中建八局轨道交通建设有限公司，南京 210046
- 作者简介：
  
  HUANG Fu (1983- ), professor, PhD, main research interests: stability of tunnel and urban underground engineering, E-mail: hfcsust@csust.edu.cn.
- 基金信息：
  
  National Natural Science Foundation of China(51878074;52278395);Natural Science Foundation of Hunan Province(2021JJ30714);Changsha University of Science & Technology Postgraduate Innovation Program(CX2021SS25)
- DOI：10.11835/j.issn.2096-6717.2022.095
  CLC： U455.43
- Received：18 June 2022，
  
  Published：25 December 2024
- 稿件说明：
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黄阜,陈晶晶,王勇涛等.基于极限分析理论的复合地层中双模盾构开挖面稳定性研究[J].土木与环境工程学报,2024,46(06):89-99.

HUANG Fu,CHEN Jingjing,WANG Yongtao,et al.Study on the stability of double-mode shield excavation face in composite strata based on limit analysis theorem[J].Journal of Civil and Environmental Engineering,2024,46(06):89-99.
黄阜,陈晶晶,王勇涛等.基于极限分析理论的复合地层中双模盾构开挖面稳定性研究[J].土木与环境工程学报,2024,46(06):89-99. DOI： 10.11835/j.issn.2096-6717.2022.095.

HUANG Fu,CHEN Jingjing,WANG Yongtao,et al.Study on the stability of double-mode shield excavation face in composite strata based on limit analysis theorem[J].Journal of Civil and Environmental Engineering,2024,46(06):89-99. DOI： 10.11835/j.issn.2096-6717.2022.095.

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Study on the stability of double-mode shield excavation face in composite strata based on limit analysis theorem

DOI：10.11835/j.issn.2096-6717.2022.095