A Quasi-3D Numerical Model for Grout Injection in a Parallel Fracture Based on Finite Volume Method

The purpose of the present work is to develop a quasi-3D numerical method that can be used to study the diffusion mechanism of grout injection in a rock fracture based on the collocated structured grid of the finite volume method (FVM). Considering the characteristics of fracture in geometry that th...

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Main Authors: Xiaolong Li, Meimei Hao, Yanhui Zhong, Bei Zhang, Fuming Wang, Lianbang Wang
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Complexity
Online Access:http://dx.doi.org/10.1155/2019/4139616
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author Xiaolong Li
Meimei Hao
Yanhui Zhong
Bei Zhang
Fuming Wang
Lianbang Wang
author_facet Xiaolong Li
Meimei Hao
Yanhui Zhong
Bei Zhang
Fuming Wang
Lianbang Wang
author_sort Xiaolong Li
collection DOAJ
description The purpose of the present work is to develop a quasi-3D numerical method that can be used to study the diffusion mechanism of grout injection in a rock fracture based on the collocated structured grid of the finite volume method (FVM). Considering the characteristics of fracture in geometry that the aperture is much less than its length and width, the Hele-Shaw model is introduced to deduce the z-derivatives of velocities u and v at walls, which is a function of the relevant average velocity and the fracture aperture. The traditional difference scheme for the diffusive term is partly substituted with the derived analytical expressions; hence a three-dimensional problem of grout flow in the parallel fracture can be transformed into a two-dimensional one that concerns fracture aperture. The new model is validated by the analytical solution and experimental data on three cases of grouting in the parallel-plate fracture. Compared with the results from ANSYS-Fluent software, the present model shows better agreement with the analytical solution for the distribution of pressure and velocity. Furthermore, the new model needs less grid unit, spends less time, but achieves greater accuracy. The complexity of the grout flow field in the rock fracture is reduced; thus the computational efficiency can be improved significantly.
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institution Kabale University
issn 1076-2787
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language English
publishDate 2019-01-01
publisher Wiley
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series Complexity
spelling doaj-art-266a5ba38ebc43559b77ffdef023c5b72025-02-03T05:59:40ZengWileyComplexity1076-27871099-05262019-01-01201910.1155/2019/41396164139616A Quasi-3D Numerical Model for Grout Injection in a Parallel Fracture Based on Finite Volume MethodXiaolong Li0Meimei Hao1Yanhui Zhong2Bei Zhang3Fuming Wang4Lianbang Wang5School of Water Conservancy Science & Engineering, Zhengzhou Univ., 100 Science Ave., Zhengzhou City 450001, ChinaSchool of Water Conservancy Science & Engineering, Zhengzhou Univ., 100 Science Ave., Zhengzhou City 450001, ChinaSchool of Water Conservancy Science & Engineering, Zhengzhou Univ., 100 Science Ave., Zhengzhou City 450001, ChinaSchool of Water Conservancy Science & Engineering, Zhengzhou Univ., 100 Science Ave., Zhengzhou City 450001, ChinaSchool of Water Conservancy Science & Engineering, Zhengzhou Univ., 100 Science Ave., Zhengzhou City 450001, ChinaSchool of Water Conservancy Science & Engineering, Zhengzhou Univ., 100 Science Ave., Zhengzhou City 450001, ChinaThe purpose of the present work is to develop a quasi-3D numerical method that can be used to study the diffusion mechanism of grout injection in a rock fracture based on the collocated structured grid of the finite volume method (FVM). Considering the characteristics of fracture in geometry that the aperture is much less than its length and width, the Hele-Shaw model is introduced to deduce the z-derivatives of velocities u and v at walls, which is a function of the relevant average velocity and the fracture aperture. The traditional difference scheme for the diffusive term is partly substituted with the derived analytical expressions; hence a three-dimensional problem of grout flow in the parallel fracture can be transformed into a two-dimensional one that concerns fracture aperture. The new model is validated by the analytical solution and experimental data on three cases of grouting in the parallel-plate fracture. Compared with the results from ANSYS-Fluent software, the present model shows better agreement with the analytical solution for the distribution of pressure and velocity. Furthermore, the new model needs less grid unit, spends less time, but achieves greater accuracy. The complexity of the grout flow field in the rock fracture is reduced; thus the computational efficiency can be improved significantly.http://dx.doi.org/10.1155/2019/4139616
spellingShingle Xiaolong Li
Meimei Hao
Yanhui Zhong
Bei Zhang
Fuming Wang
Lianbang Wang
A Quasi-3D Numerical Model for Grout Injection in a Parallel Fracture Based on Finite Volume Method
Complexity
title A Quasi-3D Numerical Model for Grout Injection in a Parallel Fracture Based on Finite Volume Method
title_full A Quasi-3D Numerical Model for Grout Injection in a Parallel Fracture Based on Finite Volume Method
title_fullStr A Quasi-3D Numerical Model for Grout Injection in a Parallel Fracture Based on Finite Volume Method
title_full_unstemmed A Quasi-3D Numerical Model for Grout Injection in a Parallel Fracture Based on Finite Volume Method
title_short A Quasi-3D Numerical Model for Grout Injection in a Parallel Fracture Based on Finite Volume Method
title_sort quasi 3d numerical model for grout injection in a parallel fracture based on finite volume method
url http://dx.doi.org/10.1155/2019/4139616
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