Relative contribution of chemico-osmosis and electro-osmosis to the experimental determination of the reflection coefficient in semipermeable clay soils
Author:
Affiliation:
1. Department of Structural, Geotechnical & Building Engineering, Politecnico di Torino, Italy
Publisher
The Japanese Geotechnical Society
Subject
General Computer Science
Link
https://www.jstage.jst.go.jp/article/jgssp/9/4/9_v09.cpeg012/_pdf
Reference29 articles.
1. 1) Amram, K. and Ganor, J. (2005): The combined effect of pH and temperature on smectite dissolution rate under acidic conditions, Geochimica et Cosmochimica Acta, 69(10), 2535-2546. doi:10.1016/j.gca.2004.10.001.
2. 2) Bresler, E. (1973): Anion exclusion and coupling effects in nonsteady transport through unsaturated soils: I. theory, Soil Science Society of America Journal, 37(5), 653-669. doi:10.2136/sssaj1973.03615995003700050013x.
3. 3) Cwirko, E.H. and Carbonell, R.G. (1989): Transport of electrolytes in charged pores: Analysis using the method of spatial averaging, Journal of Colloid and Interface Science, 129(2), 513-531. doi:10.1016/0021-9797(89)90466-9.
4. 4) Dominijanni, A. and Manassero, M. (2012): Modelling the swelling and osmotic properties of clay soils. Part II: The physical approach, International Journal of Engineering Science, 51: 51-73. doi:10.1016/j.ijengsci.2011.11.001.
5. 5) Dominijanni, A., Guarena, N. and Manassero, M. (2018): Laboratory assessment of semipermeable properties of a natural sodium bentonite, Canadian Geotechnical Journal, 55(11), 1611-1631. doi:10.1139/cgj-2017-0599.
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1. The role of diffusion induced electro-osmosis in the coupling between hydraulic and ionic fluxes through semipermeable clay soils;Soils and Foundations;2022-08
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