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明挖地铁基坑变形监测分析
引用本文:王建庆,刘之葵,李永豪,高作为. 明挖地铁基坑变形监测分析[J]. 中南公路工程, 2013, 0(3): 177-179,204
作者姓名:王建庆  刘之葵  李永豪  高作为
作者单位:[1]桂林理工大学土木与建筑工程学院.广西桂林541004 [2]中铁二十局集团有限公司,陕西西安710016
基金项目:广西研究生教育创新计划项目资助(2011105960818M09);广西岩土力学与工程重点实验室项目(11-CX-02-1)
摘    要:基坑变形监测是安全施工的重要依据,利用测量结果修改设计指导施工。遇见事故或险情,以便采取措施,防患于未然。以莞惠城际GZH-6标段为例,对基坑变形特点进行分析,并提出了相应控制基坑变形的工程措施。

关 键 词:地铁  基坑  变形  监测  分析

Analysis on Deformation Monitor of Foundation Pit in a Subway Station Construction by Opencut Method
WANG Jianqing,LIU Zhikui,LI Yonghao,GAO Zuowei. Analysis on Deformation Monitor of Foundation Pit in a Subway Station Construction by Opencut Method[J]. Central South Highway Engineering, 2013, 0(3): 177-179,204
Authors:WANG Jianqing  LIU Zhikui  LI Yonghao  GAO Zuowei
Affiliation:1.College of Civil Engineering and Architecture,Guilin University of Technology,Guilin,Guangxi 541004,China;2.China Railway 20 Bureau Group Co.,LTD,Xi’an,Shanxi 710016,China)
Abstract:Deformation monitor of foundation pit is important for construction safe.The results by measured to guide the construction,in order to take measures to prevent accident and danger.GZH-6 section of the DongguanHuizhou intercity railway as an example,analysis on the deformation characteristics of the foundation pit,and put forward the engineering measures to control the deformation of the foundation pit.
Keywords:subway station  foundation pit  deformation  monitor  analysis
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