李新强, 陈祖煜, 杨昭冬. 2007: 利用三维裂隙网络确定岩体渗透张量的方法. 工程地质学报, 15(S1): 638-643.
    引用本文: 李新强, 陈祖煜, 杨昭冬. 2007: 利用三维裂隙网络确定岩体渗透张量的方法. 工程地质学报, 15(S1): 638-643.
    LI Xinqiang, CHEN Zuyu, YANG Zhaodong. 2007: 3D EQUIVALENT CONDUCTIVITY METHOD OF FRACTURE NETWORK AND POROUS MEDIA. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 638-643.
    Citation: LI Xinqiang, CHEN Zuyu, YANG Zhaodong. 2007: 3D EQUIVALENT CONDUCTIVITY METHOD OF FRACTURE NETWORK AND POROUS MEDIA. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 638-643.

    利用三维裂隙网络确定岩体渗透张量的方法

    3D EQUIVALENT CONDUCTIVITY METHOD OF FRACTURE NETWORK AND POROUS MEDIA

    • 摘要: 对于可统计的岩石结构面数据,采用结构面三维网络模拟技术研究节理岩体力学特性特别是岩石水力学性质的过程中,三维裂隙网络与多孔连续介质渗流各向异性的等效方法是研究岩石水力学应用中的重要环节。本文基于流量等效,边界条件相同,根据渗透张量的性质,利用计算机模拟三维裂隙网络的样本单元推导二阶渗透张量的求解方法。最后,通过一个圆形随机结构面形成的裂隙网络样本单元的计算实例,与张量法的计算结果作了对照,说明了有限大小结构面形成的裂隙网络,利用本文提出的方法求解得到的样本单元等效渗透性,具有相当的合理性。本文的方法对于岩石水力学中三维问题的研究具有重要的理论指导作用。

       

      Abstract: Based on the statistic rock fracture data in situ, in the process of 3-D fracture network simulation technique, the method for the 3D equivalent conductivity of fracture network and porous media is the key problem of rock hydraulics. However, the porous media flow model is the most practical in the hydraulic geotechnical engineering, and the conductivity of fractured rock is very difficult to be specified. According to the character of conductivity tensor, equality in flux and the same condition in the boundary, a new method of second-order conductivity tensor is derived from representative volume element of 3-D fracture network simulation. As the result, an example is presented to prove that the method is reasonable. The method proposed in the paper provides a practical technique for exterminating permeability tensor of fractured rock by fracture survey, and this will promote the developing of rock hydraulics.

       

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