TECHNICAL PAPERS
Mar 1, 2008

Effects of Electrode Configuration on Electrokinetic Stabilization for Caisson Anchors in Calcareous Sand

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 3

Abstract

The study is on the electrokinetic strengthening of caisson anchors embedded in offshore calcareous sand. The effects of electrode configuration on the effectiveness of electrokinetic treatment are investigated based on electric field analysis and are verified by results from a series of large scale laboratory tests on caisson models of 200mm diam and 400mm height, embedded in calcareous sand submerged under seawater. The electrokinetic treatment generates cementation of soil solids as well as bonding between soil and caisson shafts, which leads to increases in the side resistance and overall pullout resistance. The effectiveness of electrokinetic treatment is directly related to the electric field intensity. A linear relationship is observed between the increase in the side resistance and energy consumption. The study shows that the effectiveness of electrokinetic treatments can be maximized by the optimization of the electric field distribution through the electrode configuration.

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Acknowledgments

This research has been supported by the Centre of Offshore Foundation Systems (COFS), University of Western Australia (established and supported under the Australian Research Council Research Centres Program) and the Natural Sciences and Engineering Research Council of Canada (NSERC)NSERC. The writers wish to thank Mr. Damien Fitzgerald and technical staff in COFS for their valuable help during the experimental study.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134Issue 3March 2008
Pages: 352 - 365

History

Received: Apr 10, 2006
Accepted: Jul 24, 2007
Published online: Mar 1, 2008
Published in print: Mar 2008

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Authors

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Amnart Rittirong [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, 1151 Richmond St., London, Ontario, Canada N6A 5B9 (corresponding author). E-mail: [email protected]
Julie Q. Shang [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, 1151 Richmond St., London, Ontario, Canada N6A 5B9. E-mail: [email protected]
Eltayeb Mohamedelhassan [email protected]
Assistant Professor, Dept. of Civil Engineering, Lakehead Univ., 955 Oliver Rd., Thunder Bay, Ontario, Canada P7A 5E1. E-mail: [email protected]
Mostafa A. Ismail [email protected]
Lead Geotechnical Engineer, WorleyParsons Limited, 250 St. George Tce, QV1 Building, 6000 Perth, WA, Australia. E-mail: [email protected]
Mark F. Randolph [email protected]
Professor, Center for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Hwy., Crawley 6009, WA, Australia. E-mail: [email protected]

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