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灰色理论在基坑开挖引起周边地面沉降预测中的应用
引用本文:赵升峰,韦巡洲,杨新祥.灰色理论在基坑开挖引起周边地面沉降预测中的应用[J].福建建筑,2010(2):88-91.
作者姓名:赵升峰  韦巡洲  杨新祥
作者单位:上海地矿工程勘察有限公司;广东省地质建设工程集团公司;合肥工业大学建筑设计研究院;
摘    要:在基坑开挖施工过程中,随着基坑挖深和降水量的增加,常常引起基坑周边地面缓慢地沉降。本文以灰色理论为基础,提出了基坑周边地面沉降预测与分析的一种新方法,并建立了不等时距GM(1,1)沉降预测模型进行计算与工程实测值比较,验证了灰色理论在基坑周边地面沉降预测分析中的可行性、有效性。

关 键 词:灰色理论  基坑开挖  地面沉降  不等时距  预测

Application in the excavation of foundation pit causes the periphery ground subsidence to predict of the grey theory
Zhao Shengfeng Wei Xunzhou Yang Xinxiang.Application in the excavation of foundation pit causes the periphery ground subsidence to predict of the grey theory[J].Fujian Architecture & Construction,2010(2):88-91.
Authors:Zhao Shengfeng Wei Xunzhou Yang Xinxiang
Affiliation:1.Shanghai Geological and Mineral Engineering Investigation Co.Ltd 200072;2.Geological Construction Engineering Group Corporation of Guangdong Province 510080;3.Institute of Architectural Design Hefei University of Technology 230009
Abstract:In the course of excavating construction in the foundation pit,dig with it dark with increase of precipitation,often causes the peripheral ground of the foundation pit to slowly subside.This text is based on grey theory,a new method that it have put forward the peripheral surface subsidence of foundation pit and predict and analyze,set up unequal time interval model of predicting from GM(1,1),calculate compared with surveying value of project,predict the feasibility,validity in analyzing in the peripheral g...
Keywords:Grey theory Excavate of foundation pit Ground subsidence Unequal time interval Prediction  
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