顶管工程工作井位移与土抗力分析

›› 2009, Vol. 30 ›› Issue (8): 2397-2402.

顶管工程工作井位移与土抗力分析

魏丽敏¹，向远华²，陈果元³，胡海军^{1, 4}

1. 中南大学土木建筑学院，长沙410075；2. 中铁十二局集团第七工程有限公司，长沙 410004； 3. 中南林业科技大学土木建筑与力学学院，长沙 4100042；4. 同济大学地下建筑与工程系，上海 20092

收稿日期:2008-06-04 出版日期:2009-08-10 发布日期:2011-03-14
作者简介:魏丽敏，女，1965年生，博士，教授，主要从事岩土工程科研与教学工作。
基金资助:
国家自然科学基金项目（No. 50678175）。

Analysis of displacement and soil counterforce for working well of pipe jacking engineering

WEI Li-min¹，XIANG Yuan-hua²，CHEN Guo-yuan³，HU Hai-jun ^1,4

1. School of Civil and Architectural Engineering, Central South University, Changsha 410075, China; 2. The 7th Engineering Co., Ltd. of China Railway 12th Bureau Group, Changsha 410004, China; 3. College of Civil Engineering and Mechanics, Central South University of Forestry & Technology, Changsha 410004, China; 4. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

Received:2008-06-04 Online:2009-08-10 Published:2011-03-14

摘要/Abstract

摘要：

为保证顶管工程的施工安全和经济设计，必须深入分析顶力作用下工作井及周围土体的应力、位移特性。以两个实际顶管工程为工程背景，针对工作井的浅埋、深埋圆形沉井，采用三维有限元分析，给出了浅埋沉井土抗力沿圆周分布的拟合方程。分别采用《规程》[1]和《手册》[2]推荐的计算方法和三维有限元分析，对顶力作用下深埋、浅埋工作井的位移和新增土抗力进行对比分析，结果表明：①由于只考虑了顶力后背一侧半圆范围内土体抗力的作用，规范法和手册法将导致土抗力计算结果偏大；②顶力作用位置对深埋沉井的井壁变位、土抗力大小和分布情况影响显著；③规范法和手册法仅适用于顶力作用于沉井底部的浅埋沉井。

关键词: 顶管工程, 工作井, 圆形沉井, 土抗力, 位移

Abstract:

An in-depth study of displacement of working well and soil counterforce under the jacking force is indispensable to ensuring safe and economical construction. Two practical pipe jacking project were employed to represent respectively the deep-buried or shallow-buried circular open caisson which was used as working well of jacking project. Firstly, a fitting equation of soil counterforce distributing around the circumference was obtained by the 3D finite element method (FEM). Then the comparative analysis of displacement and soil counterforce around the working well under the jacking force for both deep-buried and shallow-buried circular open caisson was performed by different method, namely, FEM analysis, specification[1] method and manual[2] method. The results indicate that: only the soil counterforce that acting at the semicircular was taken into account in specification[1]method and manual method; as a result, the calculated soil counterforce are larger than that from FEM analysis. For deep-buried working well, the distribution and quantity of well displacement and soil counterforce are affected evidently by the acting position of jacking force. The methods proposed by specification and manual are applicable only to shallow-buried working well that jacking force acting near its bottom.

Key words: pipe jacking engineering, working well, circular open caisson, soil counterforce, displacement

中图分类号:

U 452

魏丽敏，向远华，陈果元，胡海军. 顶管工程工作井位移与土抗力分析[J]. , 2009, 30(8): 2397-2402.

WEI Li-min，XIANG Yuan-hua，CHEN Guo-yuan，HU Hai-jun. Analysis of displacement and soil counterforce for working well of pipe jacking engineering[J]. , 2009, 30(8): 2397-2402.

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