Numerical simulation of behaviour of piled foundation influenced by tunneling

LUO Wen-lin; LIU Cheng-wei; HAN Xuan

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Numerical simulation of behaviour of piled foundation influenced by tunneling

更新时间：2026-06-25

- Numerical simulation of behaviour of piled foundation influenced by tunneling
- Vol. 28, Issue S1, (2007)
- 作者机构：
  
  北京市勘察设计研究院,北京,100038
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473
- Online First：28 March 2014，
  
  Published：2007
- 稿件说明：
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LUO Wen-lin, LIU Cheng-wei, HAN Xuan. Numerical simulation of behaviour of piled foundation influenced by tunneling[J]. 2007, 28(S1).
DOI：

LUO Wen-lin, LIU Cheng-wei, HAN Xuan. Numerical simulation of behaviour of piled foundation influenced by tunneling[J]. 2007, 28(S1). DOI：

摘要

隧道开挖对邻近桩基工程影响的问题引起了国内外诸多学者关注。在概述目前研究成果的基础上，探讨了采用有限差分数值模拟技术模拟建筑物桩基的方法以及参数取值问题，并就北京某地铁隧道近距离穿越某桩基工程进行了模拟，分析了隧道开挖施工而引起周围土体及桩基的变形特点。其结果可为地铁建设中预测地铁开挖对于周围环境的影响提供参考。

Abstract

More attention is focused on the problem of tunneling passing across the adjacent pile foundation. On the basis of a study of the current research findings

the method and parameter determination of numerical simulating on pile foundation are discussed . A case history that the tunnel was constructed through the adjacent pile foundation in Beijing is simulated

and deformation characteristics of surrounding ground and neighboring piled foundations caused by tunnel excavation are analyzed. The research results can be served as a reference to predicting the influence on the surrounding environment by tunnel excavation.

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Related Author

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NIE Qing-ke

YAN Shu-wang

GAO Jiang-lin

WANG Cheng-hua

ZHANG Zheng-zhe

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Related Institution

Hebei Research Institute of Construction & Geotechnical Investigation Co. Ltd.

The Geotechnical Engineering Technology Center of Hebei Province

School of Civil Engineering, Tianjin University

Jiangxi Provincial Hydraulic Research Institute

Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology

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