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裂隙岩体渗透参数的工程应用

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裂隙岩体的渗透特性本质上受控于地质条件、结构面及卸荷裂隙发育程度等,因而确立渗透系数的表征方法及其应用是水电工程、能源环境等领域的重要课题之一.结合我国西南地区某大型水电站的工程地质及水文地质资料,基于岩体结构与风化卸荷作用,利用数理统计方法对裂隙岩体的渗流特征及分布规律做了一些分析和研究,建立了工程区岩体渗透性分区,并最终取几何平均值作为岩体工程地质单元的平均渗透系数,用于地下厂房防渗排水系统有效性及安全性的评估,为今后峡谷区工程岩体渗透参数的应用提供了依据.
Engineering Application of Permeability Coefficient for Fractured Rock Masses
Permeability of fractured rock masses is essentially controlled by geological settings,struc-tural plane and evolution degree of release fracture,therefore,establishing characterization methods and its application of permeability coefficient is one of the important topics in the fields of hydropower engineering,energy and environment.Combined with the engineering geological and hydrogeological data of a large hydropower station in southwest China,this paper made some analysis and study about the seepage characteristics and distribution of fractured rock masses by statistic methods based on structure of rock mass and stress release effect.The above-mentioned helps to make permeability parti-tions in project areas,and finally the geometric mean is taken as the average permeability coefficient of the geological unit applying for assessment on effectiveness and safety of seepage control system in un-derground power station,providing a basis for application of seepage parameters of rock mass for engi-neering in deeply-cut valleys hereafter.

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彭佩

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芜湖职业技术学院建筑工程学院(安徽芜湖241000)

钻孔压水试验 渗透系数 渗透性分区 渗控效应评估

2024

滁州学院学报
滁州学院

滁州学院学报

影响因子:0.235
ISSN:1673-1794
年,卷(期):2024.26(5)