Theoretical Model Study of Micro-Electric Field Effects on Seepage in Micro Particle Clays

Article Preview

Abstract:

Electric charges exist on the clay particle surfaces and induce a micro-electric field which leads to the formation of adsorbed water surrounding clay particles and exerts an influence on the movement pattern of ions in pore water, resulting in the ion effect of seepage in clay. The two factors above will obviously change the characteristics of seepage in micropore of clays. The change of seepage property caused by the factors mentioned above is defined as micro-electric field effect on seepage (MEFES) in clay. The electric potential on the surface of micro particles of clay amounts to tens or hundreds of mV, and then the electric field on the particle surface greatly affects the regulation of seepage. Using theoretical analyses, MEFES in micro particle clays is discussed in this paper. A theoretical model of seepage is proposed for the quantitative description of MEFES. The theoretical model shows the influences of particle surface electric potential, pore sizes, soil conductance, ion concentration in pore water, ion valence , viscosity etc. on seepage characteristics. The equivalent permeability coefficient derived from the theoretical model can be also simplified to that of Darcy’s law without regard to MEFES.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 239-242)

Pages:

2946-2952

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H., Tanaka, D. R.,Shiwakoti, N.Omukai,etc: Journal of the Japanese Geotechnical Society of Soils and Foundations, Vol.43(6) (2003), p.69.

Google Scholar

[2] J. K.,Mitchell, K.Soga: Fundamentals of soil behavior,3rd edition, John Wiley & Sons , New York (2005) .

Google Scholar

[3] Jing Liu: Micro/nano scale heat transfer, Science Press, Beijing, China. (in Chinese) (2002)

Google Scholar

[4] Swartzendruber D. : J. Geophys. Res., Vol.67(1962), pp.5205-5213

Google Scholar

[5] Prada, A. and Civan, F.: Journal of Petroleum Science and Engineering, Vol.22(4) (1999), pp.237-240.

Google Scholar

[6] Gaobo Liu, Ronghe Liu, Wenguang Feng, and Qingfeng Zhang: Petroleum Geology & Oilfield Development in Daqing (in Chinese), Vol.26(1) (2007), pp.65-67.

Google Scholar

[7] Renguo, Gu . "The study of composition effects on soft soil creep behavior and ion effects on soft soil seepage." Ph.D. thesis, South China Univ. of Technology, Guangzhou, China.(in Chinese) (2007)

Google Scholar

[8] Renguo, Gu and Yingguang Fang: Rock and Soil Mechanics(in Chinese). Vol.30(6) (2008),pp.1595-1598

Google Scholar

[9] A. E.Scheidegger: Seepage physics in Porous Media. Translated by Hongxun wang, Chaochen Zhang, and Shuchen Sun, Petroleum Industry Press,Beijing, China. (in Chinese) (1974)

Google Scholar

[10] Tian Qi, Kuanghe Xie, Anfeng Hu, and Zhiqing Zhang: Journal of Zhejiang University(Engineering Science) (in Chinese), Vol .41(6) (2007), pp.1023-1028.

Google Scholar