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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:

28卷

期数:

2011年01期

页码:

118-126

栏目:

出版日期:

2011-03-20

文章信息/Info

Title:

Research Summary of Tunnel Excavation Effects on Adjacent Pile Foundation

作者:

杨敏^1,2,孙庆^1,2

1. 同济大学 岩土及地下工程教育部重点实验室,上海 200092; 2. 同济大学 地下建筑与工程系,上海 200092

Author(s):

YANG Min^1,2, SUN Qing^1,2

1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

关键词:

隧道开挖;  桩基;  沉降;  数值模拟;  有限元方法

Keywords:

tunnel excavation;  pile foundation;  settlement;  numerical simulation;  finite element method

分类号:

TU473

DOI:

-

文献标志码:

A

摘要:

介绍了隧道开挖对邻近桩基影响的现有研究成果; 对部分试验结果和理论分析结果进行比较,讨论了隧道开挖对邻近桩基的沉降、轴力、侧向变形、弯矩以及群桩效应影响结果的异同; 总结了目前已有研究的优缺点。分析结果表明:目前所有的研究方法都有其局限性,并不能获得统一的共识,而且研究中还经常出现相互矛盾的情况; 模拟隧道开挖对邻近桩基三维影响的离心机试验和三维数值模拟相结合的研究方法是今后发展的方向。

Abstract:

The existing research results of tunnel excavation effects on adjacent pile foundation were introduced. The comparisons between some test results and theoretical analysis results were conducted, and then the differences of results of tunnelling-induced pile foundation settlement, axial force, lateral deflection, bending moment, as well as pile group effect were discussed. The merits and shortcomings of the existing research were summarized. The analysis results show that all existing research methods have limitations, a general agreement among all the investigations can not yet be obtained. Furthermore, contradictory observations are always found in the study. The research method of centrifuge tests of simulating 3-D tunnel advancement combined with 3-D numerical simulation is development direction in future.

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备注/Memo

备注/Memo:

收稿日期:2010-11-02
作者简介:杨 敏(1960-),男,江西南昌人,教授,博士研究生导师,工学博士,E-mail:yangmin@mail.tongji.edu.cn。

常用功能

更新日期/Last Update: 2011-03-20