地下工程裂隙岩体渗透张量计算分析
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TU45

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Seepage Tensor Calculation of Fractured Rock-mass for Underground Engineering
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    摘要:

    选取甘肃某花岗岩体中一深500 m、直径92 mm的垂直钻孔为研究对象,运用传统的岩芯编录与现代化的钻孔成像技术相结合的方法,对钻孔岩体节理进行了详细的调查统计。并对该钻孔进行了高压压水试验,在此基础上运用Fortran语言编制了裂隙岩体渗透张量的计算程序,方便快捷地计算出渗透张量各个分量大小、渗透主值及渗透主方向。

    Abstract:

    Taking a vertical borehole with length of 500 m and diameter of 92 mm in some granite as the research objective,using a method combining conventional drill core logging with modern borehole imaging technology,the detailed joint investigation and statistics of the drill rock were made.At the same time,high-pressure water injecting test was done to obtain the seepage property of the borehole.Base on all these works,a seepage tensor calculation code was written by programming tool Fortran.The each components of seepage tensor,the values of three major components and their orientations can beconveniently computed by use of the written code.

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殷黎明,杨春和,王贵宾.地下工程裂隙岩体渗透张量计算分析[J].矿业研究与开发,2009,(1):18-19,31

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  • 在线发布日期: 2012-06-18
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