Seepage Simulation Method of Fractured Rock Mass Based on Coupling of Peridynamics and Finite Volume Method

被引:0
|
作者
Li Z. [1 ]
Zhou Z. [2 ,3 ]
Gao C. [2 ]
Zhang D. [2 ]
Bai S. [2 ]
机构
[1] College of Civil Engineering and Architecture, Zhejiang University, Hangzhou
[2] School of Qilu Transportation, Shandong University, Jinan
[3] Department of Military Installations, Army Logistics Academy of PLA, Chongqing
来源
关键词
finite volume method; fluid-solid coupling; fractured rock mass; peridynamics;
D O I
10.11908/j.issn.0253-374x.22076
中图分类号
学科分类号
摘要
Considering effectively reducing the amount of calculation without reducing the solution accuracy,and based on the principle of effective stress,a coupling method of finite volume method and peridynamics is proposed to simulate the hydraulic fracture propagation in saturated porous fractured media. First,the effectiveness of the method proposed is verified by a porous media seepage simulation example. Then,the ability and main characteristics of this method to simulate crack propagation in saturated fractured porous media driven by fluid are further verified by several numerical examples. The simulation of five working conditions shows that the confining pressure difference can induce the fracture propagation of hydraulic fracturing. At the same time,the numerical simulation results of the coupling method are compared with other numerical, analytical, or experimental results, which further indicates that the coupling method proposed can effectively simulate the mechanical propagation and rock fracture process. © 2022 Science Press. All rights reserved.
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页码:1251 / 1263
页数:12
相关论文
共 31 条
  • [1] ZHOU Zongqing, LI Liping, SHI Shaoshuai, Et al., Mechanism of water inrush in tunnels and simulation study on seepage failure process[J], Rock and Soil Mechanics, 41, 11, (2020)
  • [2] SILLING S A., Reformulation of elasticity theory for discontinuities and long-range forces [J], Journal of the Mechanics and Physics of Solids, 48, 1, (2000)
  • [3] ZHOU Zongqing, Zhuohui LI, Chenglu GAO, Et al., Peridynamic micro-elastoplastic constitutive model and its application in the failure analysis of rock masses[J], Computers and Geotechnics, 132, (2021)
  • [4] Chenglu GAO, ZHOU Zongqing, Zhuohui LI, Et al., Peridynamics simulation of surrounding rock damage characteristics during tunnel excavation[J], Tunnelling and Underground Space Technology, 97, (2020)
  • [5] Chenglu GAO, ZHOU Zongqing, Liping LI, Et al., Strength reduction model for jointed rock masses and peridynamics simulation of uniaxial compression testing[J], Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 7, (2021)
  • [6] Chenglu GAO, Liping LI, ZHOU Zongqing, Et al., Peridynamics simulation of water inrush channels evolution process due to rock mass progressive failure in karst tunnels [J], International Journal of Geomechanics, 21, 4, (2021)
  • [7] SHOU Yundong, Peridynamic numerical simulation of thermo-hydro-mechanical coupled problems in crack-weakened rock [D], (2017)
  • [8] WANG Yunteng, The coupled thermo-hydro-chemo-mechanical peridynamics for rock masses and numerical study [D], (2019)
  • [9] MACEK R W, SILLING S A., Peridynamics via finite element analysis[J], Finite Elements in Analysis and Design, 43, 15, (2007)
  • [10] KILIC B, MADENCI E., Coupling of peridynamic theory and the finite element method[J], Journal of Mechanics of Materials and Structures, 5, 5, (2010)