›› 2007, Vol. 28 ›› Issue (S1): 291-294.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Numerical simulation of percolation law of 3D porous and fractured double-medium

LÜ Zhao-xing1, FENG Zeng-chao1, ZHAO Yang-sheng1, TAN Li-ping2   

  1. 1. Institute of Mining Technology, Taiyuan University of Technology, Taiyuan 030024, China; 2. School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China
  • Received:2007-04-30 Online:2007-10-25 Published:2014-03-28

Abstract: Based on the model of 3D porous medium, the fracture as a very important permeability channel is taken into account in the theoretical research on percolation of medium, the research methods of percolation in 3D porous and fractured double-medium is put forward, and the percolation model of 3D porous and fractured double-medium are established. The model applies to more fields, such as coal bed, rock mass. Based on VC++6.0, the software of 3D is developed, the percolation and the percolation law of 3D porous and fractured double-medium are simulated. The results indicate that fracture in the model increases the value of percolation probability observably. It makes the percolation law of double-medium differ from the law of porous medium. The natural phenomena of percolation transition happens surely with the increase in porosity, fracture fractal dimension and fracture number distribution initial value.

Key words: percolation, pore, fracture, fractal, percolation threshold, double-medium

CLC Number: 

  • TU 454
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] WANG Hai-jun, YU Shu-yang, REN Ran, TANG Lei, LI Xin-yun, JIA Yu, . Study on failure of brittle solids with circular hole and internal crack based on 3D-ILC [J]. Rock and Soil Mechanics, 2019, 40(6): 2200-2212.
[2] MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, . Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer [J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263.
[3] HE Gui-cheng, LIAO Jia-hai, LI Feng-xiong, WANG Zhao, ZHANG Qiu-cai, ZHANG Zhi-jun. A coupled thermo- pore water-mechanical model for a weak interlayer in water saturated slope and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1663-1672.
[4] ZHANG Sheng, WANG Long-fei, CHANG Xu, WANG Dong-kun, WANG Xiao-liang, QIAO Yang, . Experimental study of size effect of fracture toughness of limestone using the notched semi-circular bend samples [J]. Rock and Soil Mechanics, 2019, 40(5): 1740-1749.
[5] WANG Shi-quan, WEI Ming-li, HE Xing-xing, ZHANG Ting-ting, XUE Qiang, . Study of water transfer mechanism during sediment solidification process based on nuclear magnetic resonance technology [J]. Rock and Soil Mechanics, 2019, 40(5): 1778-1786.
[6] LIU Meng-shi, LUO Qiang, JIANG Liang-wei, LU Qing-yuan, LIANG Duo-wei, . Boundary pore characteristics and optimal treatment thickness in seepage test of coarse grained soil [J]. Rock and Soil Mechanics, 2019, 40(5): 1787-1796.
[7] ZHAO Ding-feng, LIANG Ke, CHEN Guo-xing, XIONG Hao, ZHOU Zheng-long, . Experimental investigation on a new incremental pore pressure model characterized by shear-volume strain coupling effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1832-1840.
[8] ZHANG Fan, MA Geng, FENG Dan, . Hydraulic fracturing simulation test and fracture propagation analysis of large-scale coal rock under true triaxial conditions [J]. Rock and Soil Mechanics, 2019, 40(5): 1890-1897.
[9] JI Guo-fa, LI Kui-dong, ZHANG Gong-she, LI Shao-ming, ZHANG Lei, LIU Wei, . Fractal calculation method of model I fracture toughness of shale rock and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1925-1931.
[10] ZHANG Bo, LI Yao, YANG Xue-ying, ZHU Piao-yang, ZHU Chun-di, LIU Zi-hao, LIU Wen-jie, LUO Zhi-heng, . Design and application of a hydraulic pressure supply device for hydraulic fracturing experiments [J]. Rock and Soil Mechanics, 2019, 40(5): 2022-2028.
[11] XU Chen-yu, BAI Bing, LIU Ming-ze, . Experimental study of the fracture characteristics of granite under CO2 injection condition [J]. Rock and Soil Mechanics, 2019, 40(4): 1474-1482.
[12] XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, . Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level [J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490.
[13] WEI Xing, ZHANG Zhao, WANG Gang, ZHANG Jian-min, . DEM study of mechanism of large post-liquefaction deformation of saturated sand [J]. Rock and Soil Mechanics, 2019, 40(4): 1596-1602.
[14] GAO Qing-peng, CAO Ping, WANG Fei, WANG Zhu. Mechanical properties and failure criteria of multi-joint rock-like specimens under compression-shear [J]. Rock and Soil Mechanics, 2019, 40(3): 1013-1022.
[15] DENG Ke, CHEN Ming, LU Wen-bo, YAN Peng, LENG Zhen-dong, . Investigation of influence of in-situ stress on presplitting induced fracture in abutment slot [J]. Rock and Soil Mechanics, 2019, 40(3): 1121-1128.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WU Chang-yu, ZHANG Wei, LI Si-shen, ZHU Guo-sheng. Research on mechanical clogging mechanism of releaf well and its control method[J]. , 2009, 30(10): 3181 -3187 .
[2] HE Fa-guo, CHEN Wen-wu, HAN Wen-feng, ZHANG Jing-ke. Correlation of microstructure indices and performance of sand solidified with polymer material SH[J]. , 2009, 30(12): 3803 -3807 .
[3] LEI Yong-sheng. Research on protective measures of City Wall and Bell Tower due to underneath crossing Xi’an Metro Line No.2[J]. , 2010, 31(1): 223 -228 .
[4] SHANG Shou-ping, SUI Xiao-xi, ZHOU Zhi-jin, LIU Fang-cheng, XIONG Wei. Study of dynamic shear modulus of granulated rubber-sand mixture[J]. , 2010, 31(2): 377 -381 .
[5] ZHONG Guo-sheng, XIONG Zheng-ming. Safety assessment of structure by blasting seism based on wavelet packet energy spectra[J]. , 2010, 31(5): 1522 -1528 .
[6] XIAO Zhong, WANG Yuan-zhan, JI Chun-ning, HUANG Tai-kun, SHAN Xu. Stability analysis of large cylindrical structure for strengthening soft foundation under wave load[J]. , 2010, 31(8): 2648 -2654 .
[7] CHAI Bo, YIN Kun-long, CHEN Li-xia, LI Yuan-yao. Analysis of slope deformation under control of rock mass structure[J]. , 2009, 30(2): 521 -525 .
[8] ZHAO Hong-bo, RU Zhong-liang, ZHANG Shi-ke. Application of support vector machine to reliability analysis of underground engineering[J]. , 2009, 30(2): 526 -530 .
[9] XU Yang, GAO Qian, LI Xin, LI Jun-hua, JIA Yun-xi. In-situ experimental study of permeability of rock and soil aggregates[J]. , 2009, 30(3): 855 -858 .
[10] TAN Feng-yi, ZOU Zhi-kui, ZOU Rong-hua, LIN Zu-kai, ZhENG De-gao. Experimental study of engineering property of replaced-backfilling clay[J]. , 2009, 30(S2): 154 -157 .