离散裂隙网络,各向异性,尺度相关性,表征单元体


," /> 离散裂隙网络,各向异性,尺度相关性,表征单元体


,"/> <p class="MsoNormal"> 裂隙岩体渗透率尺度相关性与各向异性

吉林大学学报(地球科学版) ›› 2026, Vol. 56 ›› Issue (5): 1690-1702.doi: 10.13278/j.cnki.jjuese.20240307

• 地质工程与环境工程 • 上一篇    下一篇

裂隙岩体渗透率尺度相关性与各向异性

钱弘略1,樊柄宏2,3,李严严1,童涛2,3,余圣品2,3   

  1. 1.北京工业大学建筑工程学院,北京100124

    2.南昌市水文地质与优质地下水资源开发利用重点实验室(江西省勘察设计研究院有限公司),南昌330095

    3.江西省地质局水文地质大队,南昌330095

  • 出版日期:2026-09-26 发布日期:2026-10-18
  • 基金资助:

    国家自然科学基金项目(52077258);南昌市水文地质与优质地下水资源开发利用重点实验室基金项目(20242A11,20242B22)





Scale Dependency and Anisotropy of Permeability in Fractured Rock Masses

Qian Honglüe1,Fan Binghong2,3,Li Yanyan1,Tong Tao 2,3,Yu Shengpin 2,3   

  1. 1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

    2. Nanchang Key Laboratory of Hydrogeology and High Quality Groundwater Resources Exploitation and Utilization (Jiangxi

    Survey Design Research Institute Co., Ltd.), Nanchang 330095, China

    3. Hydrogeological Brigade of Jiangxi Geological Bureau, Nanchang 330095, China

  • Online:2026-09-26 Published:2026-10-18
  • Supported by:
    Supported by the National Natural Science Foundation of China (52077258) and the Foundation of Nanchang Key Laboratory of Hydrogeology and High Quality Groundwater Resources Exploitation and Utilization  (20242A11, 20242B22)

摘要: 为精准量化裂隙岩体水力特性的尺度效应并确定其各向异性特征下的表征单元体(REV),本文提出了一种基于渗透率判定裂隙岩体REV尺寸的新方法。基于中国西南某大坝坝址获取的节理数据,构建了三维离散裂隙网络(DFN)模型,从中提取了尺寸为1 m×1 m至42 m×42 m 的504个二维子模型,并采用有限元方法对这些模型开展了稳态渗流数值模拟,获取各子模型的等效渗透率;通过分析方向渗透率的张量特性及REV尺寸下渗透率的常量特性,精确估算了各方向的REV尺寸。结果表明:研究区裂隙岩体不同方向的水力性质差异显著,等效平均渗透率介于4.71×10-16~2.55×10-15 m2之间;不同方向水力REV尺寸差异显著,变化范围为6 ~ 36 m,且REV尺寸与岩体的渗透率负相关,显著体现了裂隙岩体的各向异性特征。REV尺寸极大值位于各裂隙组平均角度方向,极小值位于各裂隙组的之间夹角平分线方向,且REV尺寸与相交两裂隙组平均迹长负相关。由此认为,裂隙组角度分布可合理解释各方向REV极值的分布规律,所提出的裂隙岩体各方向REV尺寸估算方法有效。

关键词: 离散裂隙网络')">

离散裂隙网络, 各向异性, 尺度相关性,
')">表征单元体


Abstract:

To quantitatively characterize the scale effect of hydraulic properties in fractured rock masses and determine the representative elementary volume (REV) under anisotropic conditions, this study proposes a novel method for estimating the REV size based on permeability analysis. This study built a three-dimensional discrete fracture network (DFN) model based on joint data obtained from a dam site in southwestern China. From this DFN model, 504 two-dimensional sub-models were extracted, with sizes ranging from 1 m×1 m to 42 m×42 m. A series of steady-state seepage numerical simulations were conducted on these models using the finite element method to obtain the equivalent permeability. This study proposes a new method for determining the representative elementary volume (REV) size of fractured rock masses based on permeability. This method provides a reliable estimate of the REV size by analyzing the tensor characteristic of the directional permeability, as well as its constant characteristic beyond the REV size. The results show significant hydraulic property differences in different directions, with the equivalent average permeability ranging from 4.71×10-16 to 2.55×10-15 m2. The hydraulic REV sizes range from 6 to 36 m, and the REV size is negatively correlated with the permeability of the rock mass, significantly reflecting the anisotropy of the fractured rock mass. The maximum REV size occurs in the direction of the average angle of each fracture set, while the minimum size occurs along the bisector of the angle between two adjacent fracture sets. REV size is also negatively correlated with the average trace length of intersecting fracture sets. These findings suggest that the angle distribution of the fracture group reasonably explains the distribution of the direction REV extreme value, and the proposed method for estimating the directional REV size is effective.

Key words: discrete fracture network (DFN), anisotropy, scale dependency, representative elementary volume (REV)

中图分类号: 

  • TU45
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