Laboratory investigation of electroosmosis in bentonites and natural clays

Canadian Geotechnical Journal

Volumn 34, Issue 5, 1997, Pages 664-671

  Laursen, Søren ^a,b  

^a TECHNICAL UNIVERSITY OF DENMARK   (Denmark)

^b NONE   (Denmark)

Author keywords

Bentonite; Clay; Electric conductivity; Electrokinetics; Electroosmosis; Soil structure

Indexed keywords

BENTONITE; COMPOSITION EFFECTS; ELECTRIC CONDUCTIVITY OF SOLIDS; ELECTRODYNAMICS; FLOW OF FLUIDS; SALTS; WATER;

ELECTROKINETICS; ELECTROOSMOSIS;

OSMOSIS;

BENTONITE; CLAY; CONDUCTIVITY; ELECTROKINETICS; ELECTROOSMOSIS; WATER CONTENT;

EID: 0031252152     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t97-043     Document Type: Article

References (33)

1. Acar, Y.B., Li, H., and Gale, R.J. 1992. Phenol removal from kaolinite by electrokinetics. Journal of Geotechnical Engineering, ASCE, 118(11): 1837-1852.
2. Arnold, M. 1973. Laboratory determination of the coefficient of electro-osmotic permeability of soil. Géotechnique, 23: 581-588.
3. Bally, R.-J., and Antonescu, I. 1961. Application de l'élctro-osmose à l'étude des sols et à leur consolidation. Proceedings, 5th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 7-11.
4. Bernatzik, W. 1939. Electrochemical consolidation of the ground, final report. In 2nd Congress of the International Association for Bridge and Structural Engineering, Berlin and Munich. English edition. Ernst und Sohn, Berlin, pp. 918-924.
5. Bjerrum, L., Mourn, J., and Eide, O. 1967. Application of electro-osmosis to a foundation problem in a Norwegian quick clay. Géotechnique, 17:214-235.
6. Bockris J.O'M., and Reddy, A.K.N. 1970. Modern electrochemistry. Vols. 1 and 2. Plenum Press, New York.
7. Casagrande, L. 1953. Review of past and current work on electroosmotic stabilization of soils. Harvard Soil Mechanics Series 45.
8. Chappel, B.A., and Burton, P.L. 1975. Electro-osmosis applied to unstable embankment. Journal of the Geotechnical Engineering Division, ASCE, 101 (GT8): 733-740.
9. Dukhin, S.S., and Derjaguin, B.V. 1974. Electrokinetic phenomena. Surface and colloid science. Vol. 7. Edited by E. Matijevic. John Wiley & Sons, Inc., New York.
10. Durst, F., Haas, R., and Interthal, W.J. 1987. The nature of flows through porous media. Journal of Non-Newtonian Fluid Mechanics, 22: 169-189.
11. Eggestad, Å., and Føyn, T. 1983. Electro-osmotic improvement of a soft sensitive clay. In Proceedings, 8th European Conference on Soil Mechanics and Foundation Engineering, Helsinki, Finland. A.A. Balkema, Rotterdam, pp. 597-603.
12. Esrig, M.I., and Gemeinhardt, J.P. 1967. Electrokinetic stabilization of an illitic clay. Journal of the Soil Mechanics and Foundations Division, ASCE, 93 (SM3): 109-128.
13. Fetzer, C.A. 1967. Electro-osmotic stabilization of West Branch Dam. Journal of the Soil Mechanics and Foundations Division, ASCE, 133: 540-563.
14. Gray, D.H., and Mitchell, J.K. 1967. Fundamental aspects of electro-osmosis in soils. Journal of the Soil Mechanics and Foundations Division, ASCE, 93 (SM6): 209-236.
15. Hunter, R.J. 1981. Zeta potential in colloid science. Academic Press, London and New York.
16. Hunter, R.J. 1989. Foundation of colloid science. Vol. II. Oxford University Press, Oxford and New York.
17. Johnston, I.W., and Butterfield, R. 1977. A laboratory investigation of soil consolidation by electro-osmosis. Australian Geomechanics Journal, G7: 21-32.
18. Kuin, A. J., and Stein, H. N. 1985. Development of a new pore model. Part I. Hydrodynamic and electrical transport phenomena not complicated by surface conductance. Journal of Colloid and Interface Science, 108: 377-388.
19. Kuin, A. J., and Stein, H. N. 1987. Development of a new pore model. II. Electrokinetic transport properties, surface conductance, and convective charge transport. Journal of Colloid and Interface Science, 115: 188-198.
20. Laursen, S. 1993. Electrokinetics in clays and filter cakes of activated sludge. Water Science and Technology, 28: 181-188.
21. Lo, K.Y., Inculet, I.I., and Ho, K.S. 1991a. Electroosmotic strengthening of soft sensitive clays. Canadian Geotechnical Journal, 28: 62-73.
22. Lo, K.Y., Ho, K.S., and Inculet, I.I. 1991b. Field test of electroosmotic strengthening of soft sensitive clay. Canadian Geotechnical Journal, 28: 74-83.
23. Mitchell, J.K. 1991. Conduction phenomena: from theory to geotechnical practice. Géotechnique, 41: 299-340.
24. Mitchell, J.K. 1993. Fundamentals of soil behavior. 2nd ed. John Wiley & Sons, Inc., New York.
25. Morris, D.V., Hillis, S.F., and Caldwell, J.A. 1985. Improvement of sensitive silty clay by electroosmosis. Canadian Geotechnical Journal, 22: 17-24.
26. Nicholls, R.L., and Herbst, R.L. 1967. Consolidation under electrical-pressure gradients. Journal of the Soil Mechanics and Foundations Division, ASCE, 93 (SM5): 139-152.
27. O'Brian, R.W. 1986. Electroosmosis in porous materials. Journal of Colloid and Interface Science, 110: 477-487.
28. O'Brian, R.W., and Perrins, W.T. 1984. The electrical conductivity of a porous plug. Journal of Colloid and Interface Science, 99: 20-31.
29. Ottosen, L., Jensen, J.B., Villumsen, A., Laursen, S., Hansen, H.K., and Sloth, P. 1995. Electrokinetic remediation of soil polluted with heavy metals - experiences with different kinds of soils and different mixtures of metals. In Contaminated Soil '95. Edited by W.J. van den Brink, R. Bosman, and F. Arendt. Kluwer Academic Publishers, Dordrecht, The Netherlands, pp. 1029-1038.
30. Renauld, P.O., and Probstein, R.F. 1987. Electro-osmotic control of hazardous waste. Physicochemical Hydrodynamics, 9: 345-360.
31. Schaad, W. 1948. Electrical treatment of soils. In Proceedings, 2nd International Conference on Soil Mechanics and Foundation Engineering, Rotterdam, Vol. 4, pp. 85-86.
32. Wan, T.-Y., and Mitchell, J.K. 1975. New apparatus for consolidation by electro-osmosis. Journal of the Geotechnical Engineering Division, ASCE, 101 (GT5): 503-507.
33. Wang, W.S., and Vey, E. 1953. Stresses in a saturated soil mass during electro-osmosis. In Proceedings, 3rd International Conference on Soil Mechanics and Foundation Engineering, Zürich, Switzerland, pp. 76-79.