Development of an improved three-dimensional rough discrete fracture network model:Method and application  

作　　者：Peitao Wang Chi Ma Bo Zhang Qi Gou Wenhui Tan Meifeng Cai 

机构地区：[1]Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine,University of Science and Technology Beijing,Beijing 100083,China [2]State Key Laboratory of Water Resource Protection and Utilization in Coal Mining,CHN Energy Shendong Coal Group Co.,Ltd.,Beijing 102201,China [3]School of Civil and Resources Engineering,University of Science and Technology Beijing,Beijing 100083,China

出　　处：《International Journal of Mining Science and Technology》2023年第12期1469-1485,共17页矿业科学技术学报（英文版）

基　　金：This work was financially supported by the National Key R&D Program of China(No.2021YFC2900500);the National Natural Science Foundation of China(Nos.52074020 and 42202306);the Open Fund of State Key Laboratory of Water Resource Protection and Utilization in Coal Mining(No.WPUKFJJ2019-06);the Interdisciplinary Research Project for Young Teachers of USTB(Fundamental Research Funds for the Central Universities)(No.FRF-IDRY-21001);the Natural Science Foundation of Jiangsu Province,China(No.BK20200993).

摘　　要：Structure plane is one of the important factors affecting the stability and failure mode of rock mass engineering.Rock mass structure characterization is the basic work of rock mechanics research and the important content of numerical simulation.A new 3-dimensional rough discrete fracture network(RDFN3D)model and its modeling method based on the Weierstrass-Mandelbrot(W-M)function were presented in this paper.The RDFN3D model,which improves and unifies the modelling methods for the complex structural planes,has been realized.The influence of fractal dimension,amplitude,and surface precision on the modeling parameters of RDFN3D was discussed.The reasonable W-M parameters suitable for the roughness coefficient of JRC were proposed,and the relationship between the mathematical model and the joint characterization was established.The RDFN3D together with the smooth 3-dimensional discrete fracture network(DFN3D)models were successfully exported to the drawing exchange format,which will provide a wide application in numerous numerical simulation codes including both the continuous and discontinuous methods.The numerical models were discussed using the COMSOL Multiphysics code and the 3-dimensional particle flow code,respectively.The reliability of the RDFN3D model was preliminarily discussed and analyzed.The roughness and spatial connectivity of the fracture networks have a dominant effect on the fluid flow patterns.The research results can provide a new geological model and analysis model for numerical simulation and engineering analysis of jointed rock mass.

关 键 词：Jointed rock mass Discrete fracture network ROUGHNESS Weierstrass-Mandelbrot function 3D modeling Rock mechanics 

分 类 号：TD313[矿业工程—矿井建设]