Citation: | ZHOU Li-pei, TANG Xiao-wu, CHENG Guan-chu, SUN Zu-feng. Influencing factors for calculating clay permeability using asymptotic expansion method[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1205-1211. DOI: 10.11779/CJGE201807006 |
[1] |
ANDREASSEN E, ANDREASEN C S.How to determine composite materials properties using numerical homogenization[J]. Computational Materials Science, 2014, 83: 488-495.
|
[2] |
KEIP M A, STEINMANN P, SCHRODER J.Two-scale computational homogenization of electro-elasticity at finite strains[J]. Computer Methods in Applied Mechanics and Engineering, 2014, 278: 62-79.
|
[3] |
BEAR J.Dynamics of fluids in porous media[M]. New York: Dover Publications, 1988.
|
[4] |
吉泽升, 朱荣凯, 李丹. 传输原理[M]. 哈尔滨: 哈尔滨工业大学出版社, 2002.
(JI Ze-sheng, ZHU Rong-kai, LI Dan.Principle of transmission[M]. Harbin: Harbin Institute of Technology Press, 2002. (in Chinese)) |
[5] |
严宗毅. 低雷诺数流理论[M]. 北京: 北京大学出版社, 2002.
(YAN Zong-yi.Theory of low reynolds number flows[M]. Beijing: Peking University Press, 2002. (in Chinese)) |
[6] |
DASGUPTA A, AGARWAL R K.Oithotropic thermal conductivity of plain-wave fabric composites using a homogenization technique[J]. Journal of Composite Materials 1992, 26(18): 2736-2758.
|
[7] |
WANG J G, LEUNG C F, ICHIKAWA Y.A simplified homogenization method for composite soils[J]. Computers and Geotechnics, 2002, 29: 477-500.
|
[8] |
TANG X W, CHENG G C, CHEN Y M.An-easy-to implement multi-scale computation of permeability coefficient for porous materials[J]. Microporous and Mesoporous Materials, 2010, 130(13): 274-279.
|
[9] |
SUN Z F, TANG X W, CHENG G C.Inversion calculation of permeability coefficient with the multi-scale asymptotic expansion method[J]. Poromechanics V, ASCE, 2013: 2212-2221.
|
[10] |
BELIAEV A Y, KOZLOV S M.Darcy equation for random porous media[J]. Communications on Pure and Applied Mathematics 1996, 49: 1-34.
|
[11] |
ESPEDAL M S, FASANO A, MIKELIC A.Filtration in porous media and industrial application[M]// Lecture Notes in Mathematics. Berlin: Springer-Verlag, 2000.
|
[12] |
TAVENAS F, JEAN P, LEBLOND P, et al.The permeability of natural soft clays part II: permeability characteristics[J]. Canadian Geotechnical Journal, 1983, 20(4): 645-660.
|
[13] |
AL-TABBAA A, WOOD D M.Some measurements of the permeability of kaolin[J]. Géotechnique, 1987, 37(4): 499-514.
|
[14] |
MESRI G.Mechanisms controlling the permeability of clays[J]. Clays and Clay minerals, 1971, 19: 151-158.
|
[15] |
ASTM D2434. ASTM Annual book of standards[S]. Philadelphia: American Society for Testing & Materials, 2002.
|
[16] |
ASTM D5084. ASTM Annual book of standards[S]. Philadelphia: American Society for Testing & Materials, 2002.
|
[17] |
ASTM D5856. ASTM Annual book of standards[S]. Philadelphia: American Society for Testing & Materials, 2002.
|
[18] |
龚晓南. 高等土力学[M]. 杭州: 浙江大学出版社, 1996.
(GONG Xiao-nan.Advanced soil mechanics[M]. Hangzhou: Zhejiang University Press, 1996. (in Chinese)) |
[19] |
BRADY N C, WEIL R R.The Nature and properties of soils[M]. New Jersey: Prentice Hall, 1974.
|
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