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软土地区双圆盾构施工引起的地表沉降分析
引用本文:翁承显,张庆贺,朱继文,陈勇. 软土地区双圆盾构施工引起的地表沉降分析[J]. 地下空间与工程学报, 2006, 2(1): 124-127
作者姓名:翁承显  张庆贺  朱继文  陈勇
作者单位:同济大学地下建筑与工程系,上海,200092;第二市政工程有限公司,上海,200232
摘    要:与单圆盾构工法相比,双圆盾构工法有其独特的施工技术要求,其影响地表沉降的因素更为复杂。根据上海轨道交通六号线双圆盾构区间段地表沉降实测数据的统计分析,总结了地表沉降槽的形态特征,提出了沉降槽宽度范围的估算公式。结合双圆盾构区间段的工程实践,进一步探讨了与地表沉降相关的双圆盾构施工参数的取值问题。

关 键 词:双圆盾构  沉降槽  施工参数
文章编号:1673-0836(2006)01-0124-04
收稿时间:2005-05-22
修稿时间:2005-05-22

Analysis on Surface Subsidence Resulting From DOT Tunneling in Soft Ground
WENG Cheng-xian,ZHANG Qing-he,ZHU Ji-wen,CHEN Yong. Analysis on Surface Subsidence Resulting From DOT Tunneling in Soft Ground[J]. Chinese Journal of Underground Space and Engineering, 2006, 2(1): 124-127
Authors:WENG Cheng-xian  ZHANG Qing-he  ZHU Ji-wen  CHEN Yong
Affiliation:Department of Geotechnical Engineering, Tongji University, Shanghai 200092, P.R. China;2. No. 2 Municipal Engineering Co., Ltd, Shanghai 200232, P.R. China
Abstract:Compared with single circle shield tunneling,the DOT(Double-O-Tube) has its particular construction techniques and more complex factors which influence the settlement development.Based on the statistics of measured settlement due to the DOT tunneling in Shanghai metro line No.6,this study summarized the characters of settlement troughs' configuration.An estimated formula was presented to predict the influenced extent.Referred to the tunneling practice,the study discussed the scale of some construction parameters related to the ground settlement.
Keywords:DOT   Settlement troughs   Construction parameters
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