| 基坑降水引起的沉降变形数学模型研究 |
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| 引用本文： | 魏斌,郑华伟.基坑降水引起的沉降变形数学模型研究[J].广西水利水电,2010(3):28-31. |
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| 作者姓名： | 魏斌 郑华伟 |
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| 作者单位： | 1. 中国市政工程中南设计研究院,湖北,武汉,430010
2. 化工部长沙设计研究院,湖南,长沙,410117 |
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| 摘 要： | 在系统分析了基坑降水引起不均匀沉降的机理基础上,通过分析比较降水引起沉降量数学模型,选择优异实用的模型作为计算工具,以昆明典型地质特点为研究对象,对典型基坑降水措施对周边造成的不均匀沉降进行分析研究。
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| 关 键 词： | 基坑降水 沉降变形 数学模型 |
Mathematical model study of settlement deformation due to foundation pit dewatering |
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| WEI Bin,ZHENG Hua-wei.Mathematical model study of settlement deformation due to foundation pit dewatering[J].Gx Water Resources & Hydropower Engineering,2010(3):28-31. |
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| Authors: | WEI Bin ZHENG Hua-wei |
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| Institution: | WEI Bin1,ZHENG Hua-wei2(1.Central and Southern China Municipal Engineening Design & Research Institute,Wuhan 430010,China,2.Changsha Design and Research Institute of Ministry of Chemical Industry,Changsha 410117,China) |
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| Abstract: | Based on a systematic analysis of the mechanism of non-uniform settlement due to foundation pit dewatering,by comparing the settlement values out of different Mathematical models,an excellent and practical model was selected as the calculating tool.Taking the typical geological conditions of Kunming as example,analysis and study was conducted on the surrounding non-uniform settlement due to typical foundation pit dewatering. |
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| Keywords: | Foundation pit dewatering settlement deformation Mathematical model |
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