Upper bound limit analysis of soil pressure in foundation pits adjacent to existing tunnels

ZHANG Jun; LUO Siyuan; ZHANG Yuqi

doi:10.11835/j.issn.2096-6717.2026.002

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Upper bound limit analysis of soil pressure in foundation pits adjacent to existing tunnels

更新时间：2026-02-11

- Upper bound limit analysis of soil pressure in foundation pits adjacent to existing tunnels
- “The research progress in the field of tunnel and foundation pit engineering was introduced, and experts established a method for calculating soil pressure, verifying the feasibility of the theory and providing new ideas for solving the problem of soil damage in nearby tunnel foundation pits.”
- Journal of Civil and Environmental Engineering Pages: 1-11(2026)
- 作者机构：
  
  1.长沙理工大学土木与环境工程学院，长沙 410114
  2.浙江浙交检测技术有限公司，杭州 311100
- 作者简介：
  
  ZHANG Jun (1967- ), PhD, professor, main research interests: foundation and underground engineering, E-mail: 2559840710@qq.com.
- 基金信息：
  
  National Natural Science Foundation of China(52278395)
- DOI：10.11835/j.issn.2096-6717.2026.002
  CLC： TU432
- Received：15 October 2025，
  
  Online First：11 February 2026，
- 稿件说明：
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张军,骆思远,张育齐.近接既有隧道基坑土压力极限分析上限法[J].土木与环境工程学报,

ZHANG Jun,LUO Siyuan,ZHANG Yuqi.Upper bound limit analysis of soil pressure in foundation pits adjacent to existing tunnels[J].Journal of Civil and Environmental Engineering,
张军,骆思远,张育齐.近接既有隧道基坑土压力极限分析上限法[J].土木与环境工程学报, DOI：10.11835/j.issn.2096-6717.2026.002.

ZHANG Jun,LUO Siyuan,ZHANG Yuqi.Upper bound limit analysis of soil pressure in foundation pits adjacent to existing tunnels[J].Journal of Civil and Environmental Engineering, DOI：10.11835/j.issn.2096-6717.2026.002.

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Upper bound limit analysis of soil pressure in foundation pits adjacent to existing tunnels

DOI：10.11835/j.issn.2096-6717.2026.002