首页|裂隙岩体三维随机裂隙建模与渗流数值仿真研究

裂隙岩体三维随机裂隙建模与渗流数值仿真研究

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裂隙岩体数值仿真是研究工程岩体稳定性的重要方法之一,本文围绕三维裂隙岩体随机裂隙建模和渗流仿真展开研究.针对三维裂隙空间定量表征问题,基于空间解析几何方法导出三维裂隙产状控制方程,在此基础上发展了随机裂隙生成算法和网格剖分方案,为裂隙可视化和生成裂隙单元提供基础;讨论了一种处理三维交叉裂隙的方法,从而降低网格单元扭曲度.进一步,采用裂隙孔隙双重介质渗流模型,对三维裂隙岩体进行渗流仿真,通过算例展示了几种不同的裂隙分布形式及其网格剖分结果,分析了三维交叉裂隙模型和随机裂隙模型的渗流特性.
Investigation on 3D modelling and seepage simulation of stochastic fractures for jointed rock masses
Simulation of fractured rock mass is vitally important in the analysis of the stability of engineering rock mass.This study investigates the modelling approach and seepage simulation of three-dimensional fractured rock mass.To achieve the quantitative representation of its three-dimensional fractures in space,the attitude equations of three-dimensional fractures are derived based on the analytic geometry.Based on these,the algorithm of generating random fractures and a mesh partition strategy are developed,which provide the basis of fracture visualization and generating fracture cells.Especially,a treatment of three-dimensional intersected fractures is developed,such that the distortion of the cells is reduced.Furthermore,the seepage model of dual fracture-pore media is applied to simulate seepage in three-dimensional fractured rock mass.Different patterns of fractures and the mesh partition results are illustrated.Moreover,seepage characteristics of three-dimensional intersected fractures and random fracturs are analyzed.

fractured rock massdual fracture-pore mediathree-dimensional modellingseepage simulation

季慧、王鲁瑀、吴则祥、涂冬媚

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中国人民解放军32576部队,广州 510110

香港理工大学土木与环境工程学院,香港 999077

温州大学建筑工程学院,温州 325000

温州理工学院建筑与能源工程学院,温州 325000

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裂隙岩体 渗流 数值方法 三维建模

国家自然科学基金长三角科技创新共同体联合攻关专项

521783522022CSJGG1201

2024

计算力学学报
大连理工大学 中国力学学会

计算力学学报

CSTPCD北大核心
影响因子:0.491
ISSN:1007-4708
年,卷(期):2024.41(4)
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