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基于三维平差的基坑监测数据处理方法探讨
引用本文:黄志伟,刘晓华,龚率,许挺,杨君祥.基于三维平差的基坑监测数据处理方法探讨[J].测绘工程,2015(2):51-54.
作者姓名:黄志伟  刘晓华  龚率  许挺  杨君祥
作者单位:成都市勘察测绘研究院,四川 成都,610081
摘    要:在基坑监测自由测站边角交会构网监测方法的基础上,提出基于全站仪观测数据的三维平差数据处理方法。通过结合工程实例,对监测数据进行精度分析,并比较三维平差与传统平差方法的计算结果,验证文中方法可满足二级基坑的监测精度要求,能准确、高效地监测基坑形变。

关 键 词:基坑监测  三维平差  方差分量估计  边角交会  精度评定

Discussion on the data processing method of three-dimensional adjustment in foundation pit monitoring
HUANG Zhi-wei,LIU Xiao-hua,GONG Shuai,XU Ting,YANG Jun-xiang.Discussion on the data processing method of three-dimensional adjustment in foundation pit monitoring[J].Engineering of Surveying and Mapping,2015(2):51-54.
Authors:HUANG Zhi-wei  LIU Xiao-hua  GONG Shuai  XU Ting  YANG Jun-xiang
Institution:HUANG Zhi-wei;LIU Xiao-hua;GONG Shuai;XU Ting;YANG Jun-xiang;Chengdu Institute of Survey and Mapping;
Abstract:Three‐dimensional adjustment data processing method of the total station observation data is introduced ,based on linear‐angular intersection measurement network in monitoring of foundation pit . Through an engineering example ,the method is validated that can meet the monitoring accuracy of the secondary excavation by the accuracy analysis , so deformation information is fed back accurately and efficiently .
Keywords:foundation pit monitoring  three-dimensional adjustment  variance component estimation  linear-angular intersection  precision evaluation
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