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基于软地基下的变形观测数据精度与可靠性分析
引用本文:伊晓东,周国成,孙炜.基于软地基下的变形观测数据精度与可靠性分析[J].测绘与空间地理信息,2007,30(3):154-157.
作者姓名:伊晓东  周国成  孙炜
作者单位:1. 大连理工大学,土木系,辽宁,大连,116024
2. 湖北省水利水电勘测设计院,湖北,武汉,430070
摘    要:软地基条件下沉降监测网的点位精度及可靠性分析,是保证变形处理数据准确性的重要条件.利用3种平差数学模型(基准)进行观测基准网的解算精度比较,结合实例,提出了选用拟稳平差,处理软地基条件下沉降监测网的解算方案.

关 键 词:精度  可靠性  拟稳平差  误差圆  软地基
文章编号:1672-5867(2007)03-0154-04
收稿时间:2006-11-20
修稿时间:2006-11-20

Analysis of Precision and Reliability for Deformation Observation Based on Soft Ground
YI Xiao-dong,ZHOU Guo-cheng,SUN Wei.Analysis of Precision and Reliability for Deformation Observation Based on Soft Ground[J].Geomatics & Spatial Information Technology,2007,30(3):154-157.
Authors:YI Xiao-dong  ZHOU Guo-cheng  SUN Wei
Institution:1. Civil Engineering Department, Dalian University of Technology, Dalian 116024, China; Hubei Design Institute of Water Conservancy and Hydroelectric Power, Wuhan 430070, China
Abstract:The precision and reliability analysis of points in settlement monitoring network is an important factor to guarantee the accuracy of deformation process data. Using the three adjustment model, this paper compared the precision of observation datum network. Combining a practical example, this paper brought forward a solution of network which is based on selecting Quasi - stable adjustment method and can deal with soft ground case.
Keywords:precision  reliability  Quasi - stable adjustment  error circle  soft ground
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