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Estimation of equivalent permeability tensor for fractured porous rock masses using a coupled RPIM-FEM method

Wei Zhang (College of Water Conservancy and Civil Engineering, South China Agricultural University, Guangzhou, Guangdong, China)
Peitong Cong (College of Water Conservancy and Civil Engineering, South China Agricultural University, Guangzhou, Guangdong, China)
Kang Bian (State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China)
Wei-Hai Yuan (College of Mechanics and Materials, Hohai University, Nanjing, Jiangsu, China)
Xichun Jia (College of Water Conservancy and Civil Engineering, South China Agricultural University, Guangzhou, Guangdong,China)

Engineering Computations

ISSN: 0264-4401

Article publication date: 25 March 2019

Issue publication date: 8 May 2019

214

Abstract

Purpose

Understanding the fluid flow through rock masses, which commonly consist of rock matrix and fractures, is a fundamental issue in many application areas of rock engineering. As the equivalent porous medium approach is the dominant approach for engineering applications, it is of great significance to estimate the equivalent permeability tensor of rock masses. This study aims to develop a novel numerical approach to estimate the equivalent permeability tensor for fractured porous rock masses.

Design/methodology/approach

The radial point interpolation method (RPIM) and finite element method (FEM) are coupled to simulate the seepage flow in fractured porous rock masses. The rock matrix is modeled by the RPIM, and the fractures are modeled explicitly by the FEM. A procedure for numerical experiments is then designed to determinate the equivalent permeability tensor directly on the basis of Darcy’s law.

Findings

The coupled RPIM-FEM method is a reliable numerical method to analyze the seepage flow in fractured porous rock masses, which can consider simultaneously the influences of fractures and rock matrix. As the meshes of rock matrix and fracture network are generated separately without considering the topology relationship between them, the mesh generation process can be greatly facilitated. Using the proposed procedure for numerical experiments, which is designed directly on the basis of Darcy’s law, the representative elementary volume and equivalent permeability tensor of fractured porous rock masses can be identified conveniently.

Originality/value

A novel numerical approach to estimate the equivalent permeability tensor for fractured porous rock masses is proposed. In the approach, the RPIM and FEM are coupled to simulate the seepage flow in fractured porous rock masses, and then a numerical experiment procedure directly based on Darcy’s law is introduced to estimate the equivalent permeability tensor.

Keywords

Acknowledgements

The research is supported by the Natural Science Foundation of China (NSFC) through Grant No. 41807223, the Natural Science Foundation of Guangdong Province (Nos. 2018A030310346, 20181513), the Water Conservancy Science and Technology Innovation Project of Guangdong (No. 2017-30), and the Technology Program Funding of Guangzhou (No. 201803020036).

Citation

Zhang, W., Cong, P., Bian, K., Yuan, W.-H. and Jia, X. (2019), "Estimation of equivalent permeability tensor for fractured porous rock masses using a coupled RPIM-FEM method", Engineering Computations, Vol. 36 No. 3, pp. 807-829. https://doi.org/10.1108/EC-06-2018-0276

Publisher

:

Emerald Publishing Limited

Copyright © 2019, Emerald Publishing Limited

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