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基坑降水引起的地面沉降机理探讨
引用本文:刘耀峰,李事业,项汉昌,彭易华,乔松林.基坑降水引起的地面沉降机理探讨[J].安全与环境工程,2004,11(2):51-54.
作者姓名:刘耀峰  李事业  项汉昌  彭易华  乔松林
作者单位:中冶集团武汉勘察研究院有限公司,武汉,430080;湖北省沪蓉西高速公路建设指挥部,武汉,430000
摘    要:分析了基坑降水引起坑周边地面沉降的机理、影响范围,探讨了基坑降水引起地面沉降的影响因素及减少地面沉降的措施。以“上海某钢铁公司1780mm热轧厂旋流池超深基坑的深井降水”工程为例,指出之所以出现周边环境安全问题,多因抽水中含砂量高引起。

关 键 词:基坑降水  沉降因素  治理措施
文章编号:1671-1556(2004)02-0051-04
修稿时间:2004年2月4日

Discussion on the Mechanism of Surface Settlement by Excavation Saturation
LIU Yao-feng,LI Shi-ye,XIANG Han-chang,PENG Yi-hua,QIAO Song-lin.Discussion on the Mechanism of Surface Settlement by Excavation Saturation[J].Safety and Environmental Engineering,2004,11(2):51-54.
Authors:LIU Yao-feng  LI Shi-ye  XIANG Han-chang  PENG Yi-hua  QIAO Song-lin
Institution:LIU Yao-feng1,LI Shi-ye1,XIANG Han-chang1,PENG Yi-hua1,QIAO Song-lin2
Abstract:The article analyses the mechanism and affected range of surface settlement around by excavation perviousness, and discusses the affecting factors and the measures to control it.Taking the example of the deep well saturation project of cyclone tank, which has excessively deep excavation, in the 1 780mm Hot-Rolling Factory of an iron and steel company of Shanghai,the author considers the environmental safety problems are mainly caused by the high silt content in the process of pumping.
Keywords:excavation perviousness  settlement factors  controlling measures
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