| 变形监测基准网的稳定分析 |
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| 引用本文： | 吴杰,杨进才.变形监测基准网的稳定分析[J].中国西部科技,2009,8(33):16-18. |
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| 作者姓名： | 吴杰 杨进才 |
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| 作者单位： | [1]宿迁学院,江苏宿迁225800 [2]江苏科信岩土工程勘察有限公司,江苏徐州243000 |
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| 摘 要： | 变形监测网的点位差异是由于观测误差引起的,还是由位移引起的,必须对其进行区分。本文简要介绍了整体稳定性检验的平均间隙法、单点位移稳定性的间隙分块法、限差法和t检验法,并结合具体的实例进行分析,得出了有益的结论。
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| 关 键 词： | 变形监测 基准网 稳定性 间隙分块法 t检验 |
Stability Analysis for Basic Benchmark of Deformation Monitoring Network |
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| Institution: | WU Jie, YANG lin-cai(1.Su Oian College,Jiangsu 225800,China;2.Jiangsu Kexin Geotechnical Engineering Co.,LTD,Jiangsu 243000,China) |
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| Abstract: | Whether the point difference of deformation monitoring network is caused by the observation error or is really displacement must be distinguished.The paper briefly introduces an average spacing method of the whole stability and also presents spacing block method and err-limit method and t test method of the single point stability combined with a specific example analysis.And a helpful conclusion is educed in the end. |
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| Keywords: | Deformation monitoring Benchmark networks Stability Spacing block method T test method |
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