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均匀软质地层条件下土压平衡盾构施工的合理顶进推力分析
引用本文:徐前卫,朱合华,廖少明,郑七振,周奎.均匀软质地层条件下土压平衡盾构施工的合理顶进推力分析[J].岩土工程学报,2008,30(1):79-85.
作者姓名:徐前卫  朱合华  廖少明  郑七振  周奎
作者单位:上海理工大学土木工程系;同济大学岩土及地下工程教育部重点实验室;上海交通大学船舶海洋与建筑工程学院;上海交通大学船舶海洋与建筑工程学院 上海200093;上海200030;上海200092;
基金项目:国家高技术研究发展计划(863计划) , 上海市高校优秀青年教师后备人选科研项目 , 上海理工大学校科研和教改项目
摘    要:应用数学和力学方法,从土压平衡盾构的掘削工作机理入手,研究顶进推力的计算方法及其影响因素。开展土压平衡盾构的掘削模型试验,研究在不同埋深、不同刀盘开口率以及不同土性时的千斤顶顶进推力的变化规律,并对前述理论研究成果加以验证。结合地铁隧道工程实例,应用推导的推力计算公式预测盾构推进过程中的顶进推力,取得了较为满意的结果。

关 键 词:土压平衡  盾构机  顶进推力  模型试验  地下工程  
文章编号:1000-4548(2008)01-0079-07
收稿时间:2007-02-02
修稿时间:2007年2月2日

Analysis of reasonable thrust force during tunnel excavation in homogeneous soft ground by use of earth pressure balance shield machine
XU Qian-wei,ZHU He-hua,LIAO Shao-ming,ZHENG Qi-zhen,ZHOU Kui.Analysis of reasonable thrust force during tunnel excavation in homogeneous soft ground by use of earth pressure balance shield machine[J].Chinese Journal of Geotechnical Engineering,2008,30(1):79-85.
Authors:XU Qian-wei  ZHU He-hua  LIAO Shao-ming  ZHENG Qi-zhen  ZHOU Kui
Affiliation:1.Department of Civil Engineering University of Shanghai for Science and Technology Shanghai 200093 China 2.School of Naval Architecture and Civil Engineering Shanghai Jiaotong University Shanghai 200030 China 3.Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education P.R.China Tongji University Shanghai 200092 China
Abstract:The reasonable calculation method of thrust force and its influencing factors were studied by applying mathematics and mechanics based on the working mechanism of EPB shield machine.Model experiments on thrust force during tunnel excavation with EPB shield machine under different conditions of burying depth,cutter opening rate and soil property were carried out.The aforementioned theoretical results were also verified.Combining with a subway tunneling case,the derived formula was used to forecast the values of thrust force in the course of shield tunneling,and satisfactory results were achieved.
Keywords:earth pressure balance  shield machine  thrust force  model test  geotechnical engineering
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