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Li Le. PERMEABILITY OF MICROCRACKED POROUS SOLIDS THROUGH A MICROMECHANICAL MODEL[J]. Chinese Journal of Theoretical and Applied Mechanics, 2018, 50(5): 1032-1040. DOI: 10.6052/0459-1879-18-065
Citation: Li Le. PERMEABILITY OF MICROCRACKED POROUS SOLIDS THROUGH A MICROMECHANICAL MODEL[J]. Chinese Journal of Theoretical and Applied Mechanics, 2018, 50(5): 1032-1040. DOI: 10.6052/0459-1879-18-065

PERMEABILITY OF MICROCRACKED POROUS SOLIDS THROUGH A MICROMECHANICAL MODEL

  • Received Date: March 11, 2018
  • This paper investigates the permeability of solids containing a crack network with finite connectivity through micromechanical method. The main factors of permeability include crack density, connectivity, crack opening and permeability of porous matrix. Firstly, for solids with unconnected cracks, the interaction direct derivative (IDD) method is employed to obtain the crack-altered permeability considering crack density ρ and crack opening b. Then, for networks containing randomly oriented cracks with intersection, the amplification of permeability by crack connectivity is quantified for local crack clusters. This amplification effect is modeled by arranging parallel cracks on transport direction. By introducing the definition of hypothetically parallel crack density ρh, the hypothetically parallel cracks are embedded in a host matrix whose permeability are those of the effective medium. In this way the IDD model is extended to evaluate the permeability of part-connected networks before total percolation occurs, considering the permeability of porous matrix Km, crack density ρ, opening aperture b and parallel crack density ρh. Finally, the representative volume element is built for cracked solids with cracks having random spatial locations and the permeability is solved by finite element method. Through this numerical tool, the validity and accuracy of IDD solutions for non-connected and part-connected crack networks are confirmed by several case analysis. The results show that: (1) For non-connected networks, crack opening is found to have little impact on the effective permeability due to the continuous matrix and its low permeability; (2) For part-connected networks, when crack density ρ<1.1 (uncorrelated networks, the fractal dimension is 2.0), 1.2 (correlated networks, the fractal dimension is 1.75), the IDD extended model show a good agreement with numerical results and loses its accuracy due to the clustering effect at more higher ρ level.
  • [1] Andryushchenko ND, Safonov AV, Babich TL, et al.Sorption characteristics of materials of the filtration barrier in upper aquifers contaminated with radionuclides. Radiochemistry, 2017, 59(4): 414-424
    [2] 陈永贵,贾灵艳,叶为民等. 施工接缝对缓冲材料水--力特性影响研究进展. 岩土工程学报,2017,39(1): 138-147
    [2] (Chen Yonggui, Jia Lingyan, Ye Weimin, et al.Advances in hydro-mechanical behaviors of buffer materials under effect of technological gaps. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 138-147 (in Chinese))
    [3] Wu Z, Wong H, Buenfeld N.Influence of drying-induced microcracking and related size effects on mass transport properties of concrete. Cement and Concrete Research, 2015, 68: 35-48
    [4] Smyl D, Rashetnia R, Seppanen A, et al. Can Electrical Resistance Tomography be used for imaging unsaturated moisture flow in cement-based materials with discrete cracks? Cement and Concrete Research, 2017, 91: 61-72
    [5] Cormenzana J.Transport of a two-member decay chain in a single fracture: simplified analytical solution for two radionuclides with the same transport properties. Water Resources Research, 2000, 36(5): 1339-1346
    [6] Ghasemzadeh F, Pour-Ghaz M.Effect of damage on moisture transport in concrete. Journal of Materials in Civil Engineering, 2015, 27(9): 04014242
    [7] 周建军,周辉,邵建富. 脆性岩石各向异性损伤和渗流耦合细观模型. 岩石力学与工程学报,2007,26(2): 368-373
    [7] (Zhou Jianjun, Zhou Hui, Shao Jianfu.Coupled micromechanical model for anisotropic damage and permeability variation in brittle rocks. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(2): 368-373 (in Chinese))
    [8] 冯西桥,余寿文. 计算微裂纹损伤材料有效模量的一种简单方法. 力学学报,2001,33(1): 102-108
    [8] (Feng Xiqiao, Yu Shouwen.A simplified calculation method for effective moduli of microcracked solid. Chinese Journal of Theoretical and Applied Mechanics, 2001, 33(1): 102-108 (in Chinese))
    [9] Song Y, Davy CA, Nguyen KT, et al.Two-scale analysis of a tight gas sandstone. Physical Review E, 2016, 94(4-1): 043316
    [10] 朱合华,陈庆. 多相材料有效性能预测的高精度方法. 力学学报,2017,49(1): 41-47
    [10] (Zhu Hehua, Chen Qing.An approach for predicting the effective properties of multiphase composite with high accuracy. Chinese Journal of Theoretical and Applied Mechanics, 2017,49(1): 41-47 (in Chinese))
    [11] Kachanov M.Effective elastic properties of cracked solids: critical review of some basic concepts. Applied Mechanics Reviews, 1992, 45(8): 304-335
    [12] Lemarchand E, Davy CA, Dormieux L, et al.Tortuosity effects in coupled advective transport and mechanical properties of fractured geomaterials. Transport in Porous Media, 2010, 84(1): 1-19
    [13] 付云伟,倪新华,刘协权等. 颗粒缺陷相互作用下复合材料的细观损伤模型. 力学学报,2016,48(6): 1334-1342
    [13] (Fu Yunwei, Ni Xinhua, Liu Xiequan, et al.Micro-damage model of composite materials with particle and defect interaction. Chinese Journal of Theoretical and Applied Mechanics, 2016, 48(6): 1334-1342 (in Chinese))
    [14] Yang R, Gui Q, Lemarchand E, et al.Micromechanical modeling of transport properties of cement-based composites: Role of interfacial transition zone and air voids. Transport in Porous Media, 2015, 110(3): 1-21
    [15] Lemarchand E, Davy CA, Dormieux L, et al.Micromechanics contribution to coupled transport and mechanical properties of fractured geomaterials. Transport in Porous Media, 2009, 79(3): 335-358
    [16] Norris A.A differential scheme for the effective moduli of composites. Mechanics of Materials, 1985, 4(1): 1-16
    [17] Nguyen ST.Micromechanical approach for electrical resistivity and conductivity of sandstone. Journal of Applied Geophysics, 2014, 111: 135-140
    [18] Zheng Q, Du D.An explicit and universally applicable estimate for the effective properties of multiphase composites which accounts for inclusion distribution. Journal of the Mechanics and Physics of Solids, 2001, 49(11): 2765-2788
    [19] Du D, Zheng Q.A further exploration of the interaction direct derivative (IDD) estimate for the effective properties of multiphase composites taking into account inclusion distribution. Acta Mechanica, 2002, 157(1-4): 61-80
    [20] 杜丹旭. 多相材料有效性质的理论研究. [博士论文]. 北京:清华大学,2000: 11-20
    [20] (Du Danxu.Theoretical studies on the effective properties of multiphase materials. [PhD Thesis]. Beijing: Tsinghua University, 2000: 11-20 (in Chinese))
    [21] 夏强平,韦丹,徐志平等. 金属颗粒磁带宏观性质的细观力学估计. 力学学报,2006,38(3): 323-329
    [21] (Xia Qiangping, Wei Dan, Xu Zhiping, et al.Estimate of effective properties of metal particle tape based on micromechanics. Chinese Journal of Theoretical and Applied Mechanics, 2006, 38(3): 323-329 (in Chinese))
    [22] 付云伟,张龙,倪新华等. 考虑夹杂相互作用的复合陶瓷夹杂界面的断裂分析. 力学学报,2016,48(1): 154-162
    [22] (Fu Yunwei, Zhang Long, Ni Xinhua, et al.Interface cracking analysis with inclusions interaction in composite ceramic. Chinese Journal of Theoretical and Applied Mechanics, 2016, 48(1): 154-162 (in Chinese))
    [23] Zhou C, Li K, Pang X.Effect of crack density and connectivity on the permeability of micro-cracked solids. Mechanics of Materials, 2012, 43(12): 969-978
    [24] 周春圣,李克非. 含裂纹夹杂多孔材料的渗透性理论与数值分析. 工程力学,2013,30(4): 150-156
    [24] (Zhou Chunsheng, Li Kefei.Theoretical and numerical analyses of permeability of porous medium with cracking inclusions. Engineering Mechanics, 2013, 30(4): 150-156 (in Chinese))
    [25] Bour O, Davy P.Connectivity of random fault networks following a power law fault length distribution. Water Resources Research, 1997, 33(7): 1567-1583
    [26] Ma L, Wang X, Feng X, et al.Numerical analysis of interaction and coalescence of numerous microcracks. Engineering Fracture Mechanics, 2005, 72(12): 1841-1865
    [27] Zhao Y, Chen J, Yuan Q, et al.Microcrack connectivity in rocks: a real-space renormalization group approach for 3D anisotropic bond percolation. Journal of Statistical Mechanics Theory and Experiment, 2016, 2016(1): 013205
    [28] Li L, Li K.Permeability of microcracked solids with random crack networks: Role of connectivity and opening aperture. Transport in Porous Media, 2015, 109(1): 217-237
    [29] Li L, Li K.Experimental investigation on transport properties of cement-based materials incorporating 2D crack networks. Transport in Porous Media, 2018, 121(3): 1-25
    [30] 李乐,庞晓贇,李克非. 含裂纹网络水泥基材料的渗透性. 硅酸盐学报,2015,43(8): 1047-1054
    [30] (Li Le, Pang Xiaoyun, Li Kefei.Permeability of cracked cement-based materials. Journal of the Chinese Ceramic Society, 2015, 43(8): 1047-1054 (in Chinese))
    [31] 李乐,李克非. 含随机裂纹网络孔隙材料渗透率的逾渗模型研究. 物理学报, 2015, 64(13): 316-326
    [31] (Li Le, Li Kefei.Permeability of cracked porous solids through percolation approach. Acta Physica Sinica, 2015, 64(13): 316-326 (in Chinese))
    [32] Dormieux L, Kondo D, Ulm F.Microporomechanics. New York: Wiley, 2006: 167-203
    [33] Hanai T, Koizumi N, Sugano T, et al.Dielectric properties of emulsions.(II): Electrical conductivities of O/W emulsions. Kolloid-Zeitschrift, 1961, 171(1): 20-23
    [34] 包科达. 含椭球包体多相复合介质电导率的有效介质理论. 物理学报, 2005, 41(5): 833-840
    [34] (Bao Keda.Effective-medium theory for electrical conductance of a two-phase composite medium with ellipso idal-inclusions. Acta Physica Sinica, 2005, 41(5): 833-840 (in Chinese))
    [35] Pike G, Seager C.Percolation and conductivity: A computer study. I. Physical Review B, 1974, 10(4): 1421-1434
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