A survey of interaction between underground excavated tunnel and
adjacent structures

WEI Xin-jiang; WEI Gang; YAO Ning

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

A survey of interaction between underground excavated tunnel and adjacent structures

更新时间：2026-06-25

- A survey of interaction between underground excavated tunnel and adjacent structures
- Vol. 27, Issue S2, (2006)
- 作者机构：
  
  1. 浙江大学城市学院,杭州,310015
  2. 浙江大学建筑工程学院,杭州,310027
- 作者简介：
- 基金信息：
- DOI：
  CLC： U45
- Online First：16 December 2006，
  
  Published：2006
- 稿件说明：
移动端阅览
WEI Xin-jiang, WEI Gang, YAO Ning. A survey of interaction between underground excavated tunnel and adjacent structures[J]. 2006, 27(S2).
DOI：

WEI Xin-jiang, WEI Gang, YAO Ning. A survey of interaction between underground excavated tunnel and adjacent structures[J]. 2006, 27(S2). DOI：

摘要

软土中采用暗挖方式开挖隧道往往会引起土体变形。由于城市中暗挖隧道多建在建筑物高度集中的地区，土体变形对邻近既有结构物的损伤不容忽视。同时，既有暗挖隧道周围结构物的施工也不可避免地会引起隧道的变形和受力。文章主要阐述了目前暗挖隧道施工引起的土体变形对邻近地面建筑物、桩基、地下管线、既有隧道和基坑的影响以及邻近结构物施工对既有暗挖隧道影响的研究成果，并提出了需要进一步研究的课题及研究方法。

Abstract

In soft soil

the underground tunnel excavation often induces ground deformation. Due to city underground excavation tunnel lies in area with dense and intensive buildings

the damage of the soil deformation to around structures is noticeable. On the other side

the construction of adjacent buildings will cause loading and deformation to the existing tunnel inevitably. This article mainly elaborate the research achievements about the influence of soil deformation caused by underground excavation on the buildings

the pile foundation

the underground utilities

the existing tunnel

the foundation pit

and the influence of the adjacent structure construction on the exiting tunnel. The future direction and method of this study are also proposed.

关键词

Keywords

references

Views

144

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Study of effects of tunnel construction on pile group in expansive soil

Study of effect of cracking orientation on tunnel stability

Research on detection technology for deep tunnel surrounding rock loose circle and numerical simulation analysis

Study of section optimization for high geostress soft rock tunnel considering rheological effect

A new method of laser convergence monitoring and its precision assessment

Related Author

MA Shao-kun

WONG K S

Lü Hu

NG CHARLES W W

ZHAO Nai-feng

LI Yuan-xin

ZHU Zhe-ming

LIU Kai

Related Institution

College of Civil Engineering and Architecture, Guangxi University

Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University

Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology

College of Resources and Metallurgy, Guangxi University

School of Architecture and Environment, Sichuan University

AI问答

⁰