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等维新息灰色模型在深基坑变形预测中的应用
引用本文:梁新美,胡友健,陈刚.等维新息灰色模型在深基坑变形预测中的应用[J].地理空间信息,2007,5(4):93-94.
作者姓名:梁新美  胡友健  陈刚
作者单位:中国地质大学,测绘工程系,湖北,武汉,430074
摘    要:分析了改进的等维新息灰色预测模型用于深基坑变形预测的合理性。应用深基坑实际变形监测资料,对其预测精度及可行性进行了验证。结果表明,等维新息灰色模型的预测精度较高,模型的预测结果基本上能满足要求。灰色预测模型的预测精度与监测的时间间隔是否固定、数据变化的规律性是否明显有关。当规律明显时预测精度较高,而当监测时间间隔波动大、数据有大的跳跃突变时,预测精度较低。

关 键 词:深基坑  变形预测  等维新息灰色模型  精度分析
文章编号:1672-4623(2007)04-0093-02
修稿时间:2007-06-08

Deformation Prediction of Deep Pit Engineering with Equal Dimension and New Information Model
LIANG Xinmei,HU Youjian,CHEN Gang.Deformation Prediction of Deep Pit Engineering with Equal Dimension and New Information Model[J].Geospatial Information,2007,5(4):93-94.
Authors:LIANG Xinmei  HU Youjian  CHEN Gang
Institution:Department of Geomatics Engineering, China University of Geosciences, Wuhan 430074, China
Abstract:Deformation predication of deep construction pit is studied on basis of equal dimension and new information model. The accuracy and feasibility are analyzed by applying it using practical monitoring data. Results demonstrate that equal dimension and new information model can achieve better accuracy of deformation prediction; original model can also meet the accuracy requirement; finally, the accuracy is found high correlation to the interval of monitoring time and the regularity of data variety. The accuracy is higher when there is obvious regularity of data variety and is lower when there is no-equal interval or mutation in data set.
Keywords:deep construction pit  deformation predication  equal dimension and new information model  accuracy analysis
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