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基于水-力耦合理论的超深隧道围岩渗透性预测 被引量:5
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作者 徐则民 黄润秋 +2 位作者 许模 屈科 苟定才 《成都理工学院学报》 CAS CSCD 北大核心 2001年第2期130-134,共5页
涌水预测是特长超深隧道勘测设计及施工中面临的重要问题之一。围岩渗透性是涌水预测的基础 ,对于超深隧道 ,不能通过大规模抽水试验来获得渗透性参数。以水力耦合理论为基础 ,该文提出了一种超深隧道围岩渗透性预测方法。其主要思想是 ... 涌水预测是特长超深隧道勘测设计及施工中面临的重要问题之一。围岩渗透性是涌水预测的基础 ,对于超深隧道 ,不能通过大规模抽水试验来获得渗透性参数。以水力耦合理论为基础 ,该文提出了一种超深隧道围岩渗透性预测方法。其主要思想是 ,首先确定近地表岩体的渗透张量 ;根据地应力实测资料进行地应力场的量级反演 ;选择适当的裂隙开度 -应力模型 ,预测不同深度的裂隙开度 ;在裂隙网络结构不随深度变化这一假定的基础上 ,计算隧道标高的围岩渗透性。 展开更多
关键词 超深隧道 围岩渗透性预测 圆梁山 渝怀铁路 勘测设计 水-力耦合理论 地应力
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Application of Stochastic Fracture Network with Numerical Fluid Flow Simulations to Groundwater Flow Modeling in Fractured Rocks
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作者 Wang Mingyu The University of Arizona, Tucson, Arizona, USA 85721 Department of Water Resources and Environmental Engineering, China University of Geosciences, Beijing 100083Chen Jinsong Wan Li Department of Water Resources and Environmental Engineering 《Journal of China University of Geosciences》 SCIE CSCD 2001年第3期240-248,共9页
The continuum approach in fluid flow modeling is generally applied to porous geological media, but has limited applicability to fractured rocks. With the presence of a discrete fracture network relatively sparsely dis... The continuum approach in fluid flow modeling is generally applied to porous geological media, but has limited applicability to fractured rocks. With the presence of a discrete fracture network relatively sparsely distributed in the matrix, it may be difficult or erroneous to use a porous medium fluid flow model with continuum assumptions to describe the fluid flow in fractured rocks at small or even large field scales. A discrete fracture fluid flow approach incorporating a stochastic fracture network with numerical fluid flow simulations could have the capability of capturing fluid flow behaviors such as inhomogeneity and anisotropy while reflecting the changes of hydraulic features at different scales. Moreover, this approach can be implemented to estimate the size of the representative elementary volume (REV) in order to find out the scales at which a porous medium flow model could be applied, and then to determine the hydraulic conductivity tensor for fractured rocks. The following topics are focused on in this study: (a) conceptual discrete fracture fluid flow modeling incorporating a stochastic fracture network with numerical flow simulations; (b) estimation of REV and hydraulic conductivity tensor for fractured rocks utilizing a stochastic fracture network with numerical fluid flow simulations; (c) investigation of the effect of fracture orientation and density on the hydraulic conductivity and REV by implementing a stochastic fracture network with numerical fluid flow simulations, and (d) fluid flow conceptual models accounting for major and minor fractures in the 2 D or 3 D flow fields incorporating a stochastic fracture network with numerical fluid flow simulations. 展开更多
关键词 discrete fracture fluid flow approach fractured rocks hydraulic conductivity tensor major fractures minor fractures numerical fluid flow simulations representative elementary volume stochastic fracture network.
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