An efficient algorithm for generation of conforming mesh for three-dimensional discrete fracture networks

被引:4
作者
Mohajerani, Soheil [1 ]
Huang, Duruo [2 ]
Wang, Gang [3 ]
Jalali, Seyed-Mohammad Esmaeil [1 ]
Torabi, Seyed Rahman [1 ]
机构
[1] Shahrood Univ Technol, Shahrood, Iran
[2] Tsinghua Univ, Beijing, Peoples R China
[3] Hong Kong Univ Sci & Technol, Kowloon, Hong Kong, Peoples R China
关键词
FEM; Triangulation; Conforming mesh; Delaunay; DFN; Meshing; FLUID-FLOW; NUMERICAL-SIMULATION; ROCK MASS; MODEL; PERMEABILITY; DEFORMATION; SCHEME; LENGTH;
D O I
10.1108/EC-03-2018-0127
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Purpose - This study aims to develop an efficient algorithm for generation of conforming mesh for seepage analysis through 3D discrete fracture networks (DFN). Design/methodology/approach - The algorithm is developed based on a refined conforming Delaunay triangulation scheme, which is then validated using analytical solutions. The algorithm is well able to meet the challenge of meshing complex geometry of DFNs. Findings - A series of sensitivity analysis have been performed to evaluate the effect of meshing parameters on steady state solution of Darcy flow using a finite element scheme. The results show that an optimized minimum internal angle of meshing elements should be predetermined to guarantee termination of the algorithm. Originality/value - The developed algorithm is computationally efficient, fast and is of low cost. Furthermore, it never changes the geometrical structure and connectivity pattern of the DFN.
引用
收藏
页码:2860 / 2882
页数:23
相关论文
共 42 条
[1]  
[Anonymous], 2012, Delaunay Mesh Generation
[2]   MODELING FLUID-FLOW IN FRACTURED POROUS ROCK MASSES BY FINITE-ELEMENT TECHNIQUES [J].
BACA, RG ;
ARNETT, RC ;
LANGFORD, DW .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1984, 4 (04) :337-348
[3]   Stress effects on permeability in a fractured rock mass with correlated fracture length and aperture [J].
Baghbanan, Alireza ;
Jing, Lanru .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2008, 45 (08) :1320-1334
[4]   A globally conforming method for solving flow in discrete fracture networks using the Virtual Element Method [J].
Benedetto, Matias Fernando ;
Berrone, Stefano ;
Scialo, Stefano .
FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2016, 109 :23-36
[5]   CHARACTERIZING ROCK JOINT GEOMETRY WITH JOINT SYSTEM MODELS [J].
DERSHOWITZ, WS ;
EINSTEIN, HH .
ROCK MECHANICS AND ROCK ENGINEERING, 1988, 21 (01) :21-51
[7]   FLOW SIMULATION IN THREE-DIMENSIONAL DISCRETE FRACTURE NETWORKS [J].
Erhel, Jocelyne ;
De Dreuzy, Jean-Raynald ;
Poirriez, Baptiste .
SIAM JOURNAL ON SCIENTIFIC COMPUTING, 2009, 31 (04) :2688-2705
[8]   Creep modeling in excavation analysis of a high rock slope [J].
Feng, J ;
Zhang, CH ;
Wang, G ;
Wang, GL .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2003, 129 (09) :849-857
[9]  
Gallager Robert G., 2012, DISCRETE STOCHASTIC
[10]   A 3D Fracture Network Model for the Undisturbed Rock Mass at the Songta Dam Site Based on Small Samples [J].
Han, Xudong ;
Chen, Jianping ;
Wang, Qing ;
Li, Yanyan ;
Zhang, Wen ;
Yu, Tianwen .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (02) :611-619