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单裂隙粗砂岩渗流规律试验研究
引用本文:左伟,韩非,李俊妞.单裂隙粗砂岩渗流规律试验研究[J].岩土工程技术,2012,26(3):113-119.
作者姓名:左伟  韩非  李俊妞
作者单位:1. 中航勘察设计研究院有限公司,北京,100086
2. 中科院建筑设计研究院有限公司,北京,100190
摘    要:以石嘴山矿西翼采区为研究背景,通过三轴应力作用下岩石单裂隙渗流试验、裂隙开度与有效压力关系试验和大尺度岩石表面粗糙度量测试验,结合渗流力学基本理论,揭示了三维应力下单裂隙粗砂岩渗流规律,建立了有效压力、裂隙开度与渗透系数的关系式,以期丰富裂隙岩体渗流的理论研究。

关 键 词:单裂隙  裂隙开度  渗透系数  表面粗糙度

The Experimental Research on the seepage Law of Single Fracture Gritstone
Zuo Wei , Han Fei , Li Junniu.The Experimental Research on the seepage Law of Single Fracture Gritstone[J].Geotechnical Engineering Technique,2012,26(3):113-119.
Authors:Zuo Wei  Han Fei  Li Junniu
Institution:Zuo Wei Han Fei Li Junniu (1. Aviation Industry Survey & Design Institute Co. Ltd. Of China, Beijing 100086, China; 2. Institute of architecture design and research, Chinese academy of sciences, Beijing 100190, China)
Abstract:Based on geologic background of Shi Zuishan colliery, the single rock fracture seepage tests under the triaxial stressdo exists, the relations tests between the effective confining pressure and the fracture aperture. This paper revealed the single fracture gritstone seepage law in the three dimensional stress, and established the relationship among effective confining pressure, fracture pressure and coefficient of permeability, in order to enrich the seepage theory research on fractured rock mass.
Keywords:single fracture  fracture aperture  permeability coefficient  surface roughness
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