Numerical simulation of influence of new tunnel on short distance overlapped old tunnel during shield tunneling

ZHANG Hai-bo; YIN Zong-ze; ZHU Jun-gao

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Numerical simulation of influence of new tunnel on short distance overlapped old tunnel during shield tunneling

更新时间：2026-06-25

- Numerical simulation of influence of new tunnel on short distance overlapped old tunnel during shield tunneling
- Vol. 26, Issue 2期　刊出日, (2005)
- 作者机构：
  
  河海大学岩土工程研究所,江苏,南京,210098
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU456
- Online First：19 November 2013，
  
  Published：2005
- 稿件说明：
移动端阅览
ZHANG Hai-bo, YIN Zong-ze, ZHU Jun-gao. Numerical simulation of influence of new tunnel on short distance overlapped old tunnel during shield tunneling[J]. 2005, 26(2期　刊出日).
DOI：

ZHANG Hai-bo, YIN Zong-ze, ZHU Jun-gao. Numerical simulation of influence of new tunnel on short distance overlapped old tunnel during shield tunneling[J]. 2005, 26(2期　刊出日). DOI：

摘要

以上海市轨道交通明珠线二期工程浦东南路站-南浦大桥站区间近距离叠交隧道盾构施工为研究对象，采用三维非线性有限元，对近距离叠交情况下后建隧道盾构施工引起老隧道衬砌的应力和变形进行了模拟，并研究了土层性质、隧道覆土厚度、隧道间相对位置、隧道间相对距离等因素与隧道间影响的关系。结果表明，隧道间相对位置、相对距离对隧道间相互作用的影响非常大，应引起足够的重视。

Abstract

This paper presents the numerical simulation of the tunnel project in Pearl Line of Shanghai Metro from South Pudong Station to Nanpu Bridge Station using a 3D nonlinear finite element method. The influence of new tunnel on old tunnel during shield tunneling is studied. Some influential factors affected on the interaction of parallel tunnels are also evaluated. The results show that the relative position and net distance between the runnels have great influence on the interaction.

关键词

Keywords

references

Views

1773

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Elastoplastic calculation of adjoining rock and lining for undersea tunnel considering effect of intermediate principal stress

Field shear test and analysis of rocks of the western route project for South-to-North water transfer

Stability of surrounding rock-supports structure of deep buried tunnel

Reinforcement of bolt in joints

Numerical simulation for a foundation reinforcement procedure using dynamic consolidation technique

Related Author

CAI Xiao-hong

KANG Huai-peng

CAI Yong-ping

CAI Yong-bin

XING Hao-feng

LIU Zhen-hong

LI Qing-bo

XU Chao

Related Institution

an Municipal Water Authority, Ji?an

Taihe County Investigation and Design Institute of Water Resources and Hydropower, Taihe

an Municipal Planning and Designing Institute of Water Resources and Hydropower, Ji?an

Department of Geotechnical Engineering, Tongji University

Yellow River Engineering Consulting Co., Ltd.

AI问答

⁰