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基坑降水引起的沉降变形数学模型研究

Mathematical model study of settlement deformation due to foundation pit dewatering

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【作者】 魏斌郑华伟

【Author】 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)

【机构】 中国市政工程中南设计研究院化工部长沙设计研究院

【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。

【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.

  • 【文献出处】 广西水利水电 ,Guangxi Water Resources & Hydropower Engineering , 编辑部邮箱 ,2010年03期
  • 【分类号】TU463
  • 【被引频次】3
  • 【下载频次】133
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