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渠道深基坑降水试验及工程应用
引用本文:张伟,定培中,肖利,盛小涛.渠道深基坑降水试验及工程应用[J].长江科学院院报,2011,28(10):127-133.
作者姓名:张伟  定培中  肖利  盛小涛
作者单位:长江科学院 水利部岩土力学与工程重点实验室 , 武汉 430010
摘    要:以引江济汉渠道工程进口段泵站深基坑为例,通过一系列的降水试验,结合初步设计阶段的试验成果,综合分析了基坑含水层渗透系数。降水试验成果分析中既采用了抽水试验规程推荐的计算公式,也采用数学模型对降水试验进行模拟,最终提出了不同含水层渗透系数,为后期基坑降水方案研究提供基础资料,设计单位依据降水试验结果对基坑降水方案作出了重大设计变更。

关 键 词:引江济汉     渠道     深基坑     降水试验   数值分析  

Dewatering Test in Deep Foundation Pit of Canal and Its Application
ZHANG Wei,DING Pei-zhong,XIAO Li,SHENG Xiao-tao.Dewatering Test in Deep Foundation Pit of Canal and Its Application[J].Journal of Yangtze River Scientific Research Institute,2011,28(10):127-133.
Authors:ZHANG Wei  DING Pei-zhong  XIAO Li  SHENG Xiao-tao
Affiliation:Key Laboratory of Geotechnical Mechanics and Engineering of MWR,  Yangtze River Scientific Research Institute, Wuhan 430010, China
Abstract:The coefficients of permeability of the aquifers around the deep foundation pit were comprehensively analyzed through dewatering tests based on the test results in the preliminary design stage.The deep foundation pit of the pumping station,which is in the entrance region of the canal project of water diversion from the Changjiang River to the Hanjiang River,was taken as an example.By analyses of the dewatering test results through both the formulas recommended by the specification of pumping test and the nu...
Keywords:water diversion from the Changjiang River to the Hanjiang River  canal  deep foundation pit  dewatering test  numerical analysis  
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