Electrokinetics-generated pore fluid and ionic transport in an offshore calcareous soil

Canadian Geotechnical Journal

Volumn 40, Issue 6, 2003, Pages 1185-1199

  Mohamedelhassan, E ^a   Shang, J Q ^a  

^a UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Calcareous soil; Electrokinetics; Electromigration; Electroosmosis; Soil water electrolyte system; Zeta potential

Indexed keywords

ANODES; CATHODES; ELECTROLYTES; ELECTROOSMOSIS; FLOW OF FLUIDS; PH EFFECTS; SEAWATER; SOILS;

IONIC TRANSPORT; ZETA POTENTIALS;

GEOTECHNICAL ENGINEERING;

CEMENTATION; ELECTROKINESIS; FLUID FLOW; MARINE APPLICATION; POREWATER; POROUS MEDIUM;

CALCAREOUS SOIL; CEMENTATION; ELECTROKINESIS; FLUID FLOW; MARINE SEDIMENT; POREWATER; POROUS MEDIUM; SOLUTE TRANSPORT;

EID: 0442280497     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t03-060     Document Type: Article

References (29)

1. Acar, Y.B., and Alshawabkeh, A.N. 1993. Principles of electrokinetic remediation. Environmental Science & Technology, 27(13): 2639-2647.
2. Acar, Y.B., Alshawabkeh, A.N., and Gale, R.J. 1993. Fundamentals of extracting species from soil by electrokinetics. Waste Management, 13: 141-151.
3. Aiban, S.A. 1994. A study of sand stabilization in eastern Saudi Arabia. Engineering Geology (Amsterdam), 38: 65-97.
4. Bjerrum, L., Moum, J., and Eide, O. 1967. Application of electroosmosis to a foundation problem in a Norwegian quick clay. Géotechnique, 17: 214-235.
5. Ismail, M.A., Joer, H.A., Sim, W.H., and Randolph, M.F. 2002. Effect of cement type on shear behavior of cemented calcareous soil. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 128(6): 520-529.
6. Koryta, J. 1982. Ions, electrodes, and membranes. John Wiley and Sons, Inc., New York.
7. Lee, C.Y., and Poulos, H.G. 1991. Tests on model instrumented grouted piles in offshore calcareous soil. Journal of Geotechnical Engineering, ASCE, 117(11): 1738-1753.
8. Lerman, A. 1979. Geochemical processes - water and sediment environments. John Wiley and Sons Inc., New York.
9. Lo, K.Y., Inculet, I.I., and Ho, K.S. 1991a. Electroosmotic strengthening of soft sensitive clays. Canadian Geotechnical Journal, 28: 62-73.
10. 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.
11. Micic, S., Shang, J.Q., Lo, K.Y., and Lee, S.W. 2001. Electrokinetic strengthening of a marine sediment using intermittent current. Canadian Geotechnical Journal, 38: 287-302.
12. Micic, S., Shang, J.Q., and Lo, K.Y. 2002. Electrokinetic strengthening of marine clay adjacent to offshore foundations. International Journal of Offshore and Polar Engineering, 12(1): 64-73.
13. Mihalis, I.K. 1999. Jet grouting-A method to control ground settlement and overbreak failures caused by tunneling in weak rock condition. In Geotechnical Engineering for Transportation Infrastructure: Proceedings of the 12th European Conference on Soil Mechanics and Geotechnical Engineering, Amsterdam, 7-10 June 1999. Vol. 1. Edited by F.B.J. Barends, J. Lindenberg, H.J. Luger, L. de Quelerij, and A. Veeruijt. A.A. Balkema, Rotterdam, The Netherlands. pp. 65-71.
14. Mitchell, J.K. 1970. In-place treatment of foundation soils. Journal of the Soil Mechanics and Foundations Division, ASCE, 96(1): 73-110.
15. Mitchell, J.K. 1993. Fundamentals of soil behavior. 2nd ed. John Wiley and Sons, Inc., New York.
16. Mohamedelhassan, E., and Shang, J.Q. 2001. Effects of electrode materials and current intermittence in electro-osmosis. Ground Improvement, 5(1): 3-11.
17. Narasimhan, B., and Ranjan, R.S. 2000. Electrokinetic barrier to prevent subsurface contaminant migration: theoretical model development and validation. Journal of Contaminant Hydrology, 42: 1-17.
18. 3- ions. Ground Improvement, 3(4): 135-144.
19. Rabie, H.R., Mujumdar, A.S., and Weber, M.E. 1994. Interrupted electro-osmotic dewatering of clay suspensions. Separations Technology, 4: 38-46.
20. Reed, B.E., Carriere, P.C., Thompson, J.C., and Hatfield, J.H. 1996. Electronic (EK) remediation of a contaminated soil at several Pb concentrations and applied voltages. Journal of Soil Contamination, 5(2): 95-120.
21. Rowe, R.K., Quigley, R.M., and Booker, J.R. 1995. Clayey barrier systems for waste disposal facilities. E & FN Spon, London, U.K.
22. Shang, J.Q. 1997. Zeta potential and electroosmotic permeability of clay soils. Canadian Geotechnical Journal, 34: 627-631.
23. Smith, R.W., and Narimatsu, Y. 1993. Electrokinetic behaviour of kaolinite in surfactant solutions as measured by both the micro-electrophoresis and streaming potential methods. Minerals Engineering, 6(7): 753-763.
24. Sparks, D.L. (Editor). 1998. Soil physical chemistry. 2nd ed. CRC Press, Boca Raton, Fla.
25. Sprute, R.H., and Kelsh, D.J. 1975. Limited field test in electrokinetic densification of mill tailings. U.S. Department of the Interior, U.S. Bureau of Mines, Report of Investigations 8034.
26. Sprute, R.H., and Kelsh, D.J. 1976. Dewatering and densification of coal waste by direct current - laboratory test. U.S. Department of the Interior, U.S. Bureau of Mines, Report of Investigations 8197.
27. Srinivasaraghavan, R., and Rajasekaran, G. 1994. Electro-osmotic stabilization of marine clay with chemical piles. Ocean Engineering, 21(2): 207-219.
28. Sverdrup, H.U., Johnson, M.W., and Fleming, R.H. 1942. The oceans, their physics, chemistry and general biology. Prentice-Hall Inc., Englewood Cliffs, N.J.
29. West, J.L., and Stewart, D.I. 1995. Effects of zeta potential on soil electrokinetics. In Containment, Remediation, and Performance in Environmental Geotechnics: Proceedings of Geoenvironment 2000. Vol. 2. Edited by Y.B. Acar and D.E. Daniel. American Society of Civil Engineers, Geotechnical Special Publication 46, pp. 1535-1549.