Permeability of porous material with different crack distributions

被引:0
作者
Qian P. [1 ]
Xu Q.-J. [1 ]
机构
[1] State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing
来源
Gongcheng Lixue | / 12卷 / 39-47期
关键词
Crack distribution; Cracked porous material; Effective permeability; Elastic analogy; Embedded element; Homogenization theory;
D O I
10.6052/j.issn.1000-4750.2016.08.0626
中图分类号
学科分类号
摘要
The effective permeability of cracked porous material depends on the microstructure of material and it is of great significance to practical engineering applications. Cracked porous material is considered to be a two-phase composite material with a porous matrix and cracks. Firstly, based on the homogenization theory, a dilute solution, an interaction direct derivative (IDD) solution and a modified IDD solution are derived to evaluate the permeability with four different crack distributions. Then a new method which combines embedded element technique with elastic analogy is developed to analyze the effective permeability and its convergence. Afterwards, the numerical result derived from the new method was compared with theoretical solutions. It can be concluded that the variation of the finite element results decreases by increasing the crack number. Moreover, an appropriate number of cracks can ensure both the convergence and computation efficiency. On the other hand, compared with the dilute solution, the IDD solution can provide a superior estimation for the numerical results with different distributions, but it underestimates the finite element results at higher crack density as the near-field interaction among cracks grows stronger. The modified IDD solution takes both the near-field interaction and edge effect into consideration, so it can estimate the permeability of cracked porous material more precisely. © 2017, Engineering Mechanics Press. All right reserved.
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页码:39 / 47
页数:8
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共 34 条
  • [1] Saevik P.N., Berre I., Jakobsen M., Et al., A 3D computational study of effective medium methods applied to fractured media, Transport in Porous Media, 100, 1, pp. 115-142, (2013)
  • [2] Vu M.N., Pouya A., Seyedi D.M., Theoretical and numerical study of the steady-state flow through finite fractured porous media, International Journal for Numerical and Analytical Methods in Geomechanics, 38, 3, pp. 221-235, (2014)
  • [3] Torquato S., Random heterogeneous media: microstructure and improved bounds on effective properties, Applied Mechanics Reviews, 44, 2, pp. 37-76, (1991)
  • [4] Jourde H., Fenart P., Vinches M., Et al., Relationship between the geometrical and structural properties of layered fractured rocks and their effective permeability tensor. A simulation study, Journal of Hydrology, 337, 1, pp. 117-132, (2007)
  • [5] Snow D.T., Anisotropie permeability of fractured media, Water Resources Research, 5, 6, pp. 1273-1289, (1969)
  • [6] Long J.C.S., Remer J.S., Wilson C.R., Et al., Porous media equivalents for networks of discontinuous fractures, Water Resources Research, 18, 3, pp. 645-658, (1982)
  • [7] Oda M., An equivalent continuum model for coupled stress and fluid flow analysis in jointed rock masses, Water Resources Research, 22, 13, pp. 1845-1856, (1986)
  • [8] Chen P., Zhang Y., Coupling analysis of seepage-stress for jointed rock, Chinese Journal of Rock Mechanics and Engineering, 13, 4, pp. 299-308, (1994)
  • [9] Zhou C., Xiong W., Permeability tensor for jointed rock massed in coupled seepage and stress field, Chinese Journal of Rock Mechanics and Engineering, 15, 4, pp. 338-344, (1996)
  • [10] Min K.B., Jing L., Stephansson O., Determining the equivalent permeability tensor for fractured rock masses using a stochastic REV approach: method and application to the field data from Sellafield, UK, Hydrogeology Journal, 12, 5, pp. 497-510, (2004)