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自由设站法在深基坑水平位移监测中的应用与分析
引用本文:金建平,赵仲荣.自由设站法在深基坑水平位移监测中的应用与分析[J].勘察科学技术,2008(5).
作者姓名:金建平  赵仲荣
作者单位:河海大学测绘科学与工程系,南京市,210098
摘    要:采用自由设站方法,解决了因基坑开挖施工引起周边土体变形而导致工作基点不稳定,影响监测精度的关键问题。通过TC2003高等级全站仪对监测点实测精度的分析和探讨,得出了自由设站加极坐标法测量基坑围护墙顶水平位移,能满足一级深基坑监测精度要求,可达到快速、准确反馈深基坑施工引起周边土体变形信息的目的。

关 键 词:深基坑  自由设站  极坐标测量  TC2003全站仪  位移监测  精度分析

Application and Analysis of Free Stationing to Monitor Horizontal Displacement in Deep Foundation Pit
Jin Jianping,Zhao Zhongrong.Application and Analysis of Free Stationing to Monitor Horizontal Displacement in Deep Foundation Pit[J].Site Investigation Science and Technology,2008(5).
Authors:Jin Jianping  Zhao Zhongrong
Abstract:By free stationing,it solves the key problem of influencing monitoring precision which leads to basic work point unstable because of surrounding soil body deformation caused by excavating deep foundation pit.Through analyzing and discussing the monitoring point accuracy by TC2003 ETS,it gets horizontal displacement of enclosing wall top in foundation pit by free stationing and polar-coordinate measurement,it can meet the monitoring precision requirement of first-class deep foundation pit,achieve quick construction of deep foundation pit ,and feed back deformation information accurately.
Keywords:deep foundation pit  free stationing  polar-coordinate measurement  TC2003 ETS  displacement monitoring  precision analysis
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