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地下松散层内疏放水钻孔溃砂量模拟试验
引用本文:梁艳坤,隋旺华.地下松散层内疏放水钻孔溃砂量模拟试验[J].水文地质工程地质,2011,38(3):14-17.
作者姓名:梁艳坤  隋旺华
作者单位:中国矿业大学资源与地球科学学院深部岩土力学与地下工程国家重点实验室;
摘    要:本文通过室内模型试验研究地下疏放钻孔揭穿松散含水层时影响溃砂量大小的因素,试验模拟了6种不同直径的疏放水钻孔揭露4种不同粒径的含水砂层时,溃砂量与钻孔直径和砂粒径之间的关系。试验表明:砂粒径越小,最终溃砂量越大。对于同一粒径的砂来说,钻孔直径越大,溃砂的速度越快,溃砂量随时间呈直线下降;钻孔直径小于15mm时,溃砂速度比较缓,溃砂量随时间变化的曲线为抛物线。

关 键 词:地下钻孔    疏放水    松散含水层    溃砂量

An experimental study on the volume of quicksand through underground boreholes
LIANG Yan-kun,SUI Wang-hua.An experimental study on the volume of quicksand through underground boreholes[J].Hydrogeology and Engineering Geology,2011,38(3):14-17.
Authors:LIANG Yan-kun  SUI Wang-hua
Institution:School of Resources and Geosciences,State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology,Xuzhou 221008,China
Abstract:This paper presents an experimental study of the factors influencing the volume of quicksand through underground boreholes for dewatering by exposing sand aquifers.Six blocks with various diameters to simulate boreholes with different diameters and 4 kinds of sands with different particle sizes are used to examine the relationship among the volume of quicksand,particle size and diameter of the borehole.The results show that the volume of quicksand increases with decreasing particle size of sand.For the same...
Keywords:underground drilling  dewatering  unconsolidated aquifer  the volume of quicksand  
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