journal article·2008-10

Electrokinetic improvement of soft clay using electrical vertical drains

A. Rittirong, R. S. Douglas, J. Q. Shang, E. C. Lee

Geosynthetics International· Volume 15· Issue 5
Publisher page

Abstract

The performance of electrical vertical drains (EVDs) is investigated using laboratory tests and a field test. The electrokinetic treatment generates an increase in the soil undrained shear strength of a natural clay soil from London, Ontario, from 3 kPa to over 100 kPa in the laboratory. The soil undrained shear strength in a field test conducted in marine clay increases from between 5 kPa and 13 kPa to between 22 kPa and 39 kPa on average after only five days of electrokinetic treatment using EVDs. It is observed in laboratory and field tests that the water flow generated by electro-osmosis stops shortly after the application of the electric current. The significant shear strength gains of soils observed in the laboratory and field tests are attributed to the reduction of soil water content and increases in Atterberg limits which result from electrochemical reactions.
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Research context

OpenAlex topics: Electrokinetic Soil Remediation Techniques · Geophysical and Geoelectrical Methods · Soil and Unsaturated Flow

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Deep Sea Asia Ltd 15th Floor, SCB Park Plaza, West Tower II, 18 Ratchadapisek Road, Jatujak, Bangkok, Thailand, 10900 Telephone: , Telefax: ,

Kiaratex Exports Pte Ltd 510 Thomson Road, #02-12 SLF Building, Singapore, 298135 Telephone: , Telefax: ,

Department of Civil and Environmental Engineering, Spencer Engineering Building, University of Western Ontario London, Ontario, Canada, N6A 5B9 Telephone: , Telefax: ,

Emas Kiara Marketing Sdn. Bhd. Lot 13A, Jalan RP3, Rawang Industrial Estate, 48000 Rawang, Selangor Darul Ehsan, Malaysia Telephone: , Telefax: ,

References (41)

Show source-provided references
1. 10.1680/grim.2003.7.4.17710.1680/grim.2003.7.4.177 ↗
2. 10.1680/grim.2000.4.4.15310.1680/grim.2000.4.4.153 ↗
3. 10.1139/t01-10010.1139/t01-100 ↗
4. Bergado D. T. · Geotechnical Testing Journal · 2003 · 26 · 27710.1520/GTJ11309J ↗
5. 10.1680/geot.1967.17.3.21410.1680/geot.1967.17.3.214 ↗
6. 10.1139/t04-04510.1139/t04-045 ↗
7. 10.1680/geot.1949.1.3.15910.1680/geot.1949.1.3.159 ↗
8. Casagrande L. · Journal of the Boston Society of Civil Engineers · 1952 · 39 · 51
9. Casagrande L. · Journal of the Boston Society of Civil Engineers Section, ASCE · 1983 · 69 · 255
10. Chappell B. A. · Journal of the Geotechnical Engineering Division, ASCE · 1975 · 101 · 73310.1061/AJGEB6.0000182 ↗
11. 10.1016/S0266-1144(03)00049-910.1016/S0266-1144(03)00049-9 ↗
12. 10.1016/j.apgeochem.2004.11.01410.1016/j.apgeochem.2004.11.014 ↗
13. Esrig M. I. · Journal of the Soil Mechanics and Foundations Division, ASCE · 1968 · 94 · 89910.1061/JSFEAQ.0001178 ↗
14. Esrig M. I. · Journal of the Soil Mechanics and Foundation Division, ASCE · 1967 · 93 · 10910.1061/JSFEAQ.0000962 ↗
15. Fetzer C. A. · Journal of the Soil Mechanics and Foundations Division, ASCE · 1967 · 93 · 8510.1061/JSFEAQ.0001012 ↗
16. 10.1139/t06-11210.1139/t06-112 ↗
17. 10.1061/(ASCE)1532-3641(2005)5:2(138)10.1061/(ASCE)1532-3641(2005)5:2(138) ↗
18. 10.1016/j.jhazmat.2006.02.04610.1016/j.jhazmat.2006.02.046 ↗
19. 10.1680/geot.1981.31.1.4510.1680/geot.1981.31.1.45 ↗
20. Holtz R. D., Jamiolkowski M. B., Lancellotta R., Pedroni R.Prefabricated Vertical Drains: Design and Performance, 1991, Butter-worth-Heinemann, Oxford, UK: 131.
21. 10.1061/(ASCE)0733-9410(1994)120:2(257)10.1061/(ASCE)0733-9410(1994)120:2(257) ↗
22. Lee E. C. · 2007 · 217
23. 10.1139/t83-07610.1139/t83-076 ↗
24. 10.1139/t91-00810.1139/t91-008 ↗
25. Micic S. · International Journal of Offshore and Polar Engineering · 2002 · 12 · 64
26. Milligan V. · 1994 · 5 · 1
27. 10.1680/grim.2001.5.1.310.1680/grim.2001.5.1.3 ↗
28. Mohamedelhassan E. · International Journal of Offshore and Polar Engineering · 2005 · 15 · 71
29. Nettleton A. F. · 1960 · 64
30. Ozkan S. · Ground Improvement · 1999 · 3 · 13510.1680/gi.1999.030401 ↗
31. Rittirong A. · International Journal of Offshore and Polar Engineering · 2007 · 17 · 74
32. 10.1139/t98-01810.1139/t98-018 ↗
33. 10.1680/geot.1952.3.1.3010.1680/geot.1952.3.1.30 ↗
34. 10.1061/(ASCE)1090-0241(2007)133:6(667)10.1061/(ASCE)1090-0241(2007)133:6(667) ↗
35. 10.1016/S1571-9960(05)80007-210.1016/S1571-9960(05)80007-2 ↗
36. Terzaghi K., Peck R. B., Mesri G.Soil Mechanics in Engineering Practice, 1996, 3rd edn, John Wiley & Sons, New York: 549.
37. 10.1680/gein.2006.13.2.4710.1680/gein.2006.13.2.47 ↗
38. Wade M. H. · 1976 · 44
39. Wan T. · Journal of Geotechnical Engineering Division, ASCE · 1976 · 102 · 47310.1061/AJGEB6.0000270 ↗
40. Wood D. M. · 1983 · 309
41. 10.1080/1748602050052802610.1080/17486020500528026 ↗