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双圆盾构隧道变形分析模型与系统实现
引用本文:刘春,王解先,沈云中.双圆盾构隧道变形分析模型与系统实现[J].同济大学学报(自然科学版),2007,35(9):1158-1162.
作者姓名:刘春  王解先  沈云中
作者单位:同济大学,测量与国土信息工程系,上海,200092;现代工程测量国家测绘局重点实验室,上海,200092
基金项目:上海市优秀青年教师后备人才计划
摘    要:以双圆盾构隧道为研究对象,结合工程实例,给出了双圆盾构隧道变形基准和变形量的基本模型,并推导了变形量严格的数学求解公式.针对变形分析模型,又给出了计算机分析系统的实现,以及系统应用的流程和分析实例.目前系统已应用于上海某地铁的盾构隧道施工监测中.

关 键 词:双圆盾构隧道  施工监测  变形模型  分析系统
文章编号:0253-374X(2007)09-1158-05
修稿时间:2005-12-20

Deformation Analysis Model of Double-Circle Shield Tunnel and Its Computer System Realization
LIU Chun,WANG Jiexian,SHEN Yunzhong.Deformation Analysis Model of Double-Circle Shield Tunnel and Its Computer System Realization[J].Journal of Tongji University(Natural Science),2007,35(9):1158-1162.
Authors:LIU Chun  WANG Jiexian  SHEN Yunzhong
Institution:1. Department of Surveying and Geoirformaties, Tongji University, Shanghai 200092, China; 2.Key Laboratory of Advanced Engineering Survey of State Bureau of Surveying and Mapping, Shanghai 200092,China
Abstract:This paper presents a study of the double-circle shield tunnel based on an engineer case.A fundamental model of deformation datum and deformation value is established,and a mathematics equation of deformation value is deduced.A computer analysis system is then established for the deformation analysis model.The procedure of system application and the analysis of a practical case are presented.The system is now applied to the shield tunnel construction monitoring in Shanghai.
Keywords:double-circle shield tunnel  construction monitoring  deformation model  analysis system
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