TECHNICAL NOTES
Jul 1, 2006

Vertical Drain Consolidation with Parabolic Distribution of Permeability in Smear Zone

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 7

Abstract

A vertical drain radial consolidation equation based on a parabolic reduction in permeability toward the drain is presented. The proposed equation, based on Hansbo’s equal strain theory, is compared with settlement data from a laboratory test in a large scale consolidometer.

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References

Carrillo, N. (1942). “Simple two and three dimensional cases in the theory of consolidation of soils.” J. Math. Phys., 21(1), 1–5.
Chai, J.-C., and Miura, N. (1999). “Investigation of factors affecting vertical drain behavior.” J. Geotech. Geoenviron. Eng., 125(3), 216–226.
Eriksson, U., Hansbo, S., and Torstensson, B.-A. (2000). “Soil improvement at Stockholm-Arlanda Airport.” Ground Improvement, 4(2), 73–80.
Graham, J., and Li, E. C. (1985). “Comparison of natural and remolded plastic clay.” J. Geotech. Eng., 111(7), 865–881.
Hansbo, S. (1981). “Consolidation of fine-grained soils by prefabricated drains.” Proc., 10th Int. Conf. Soil Mechanics and Foundations Engineering, Balkema, Stockholm, 677–682.
Hawlader, B. C., Imai, G., and Muhunthan, M. (2002). “Numerical study of the factors affecting the consolidation of clay with vertical drains.” Geotext. Geomembr., 20(4), 213–239.
Indraratna, B., and Redana, I. W. (1998a). “Development of the smear zone around vertical band drains.” Int. J. of Ground Improvement, 2(4), 180–185.
Indraratna, B., and Redana, I. W. (1998b). “Laboratory determination of smear zone due to vertical drain installation.” J. Geotech. Geoenviron. Eng., 124(2), 180–184.
Lo, D. (1998). “Vertical drain performance: myths and facts.” Transactions, Hong Kong Inst. Eng., 5(1), 34–40.
Onoue, A., Ting, N.-H., Germaine, J. T., and Whitman, R. V. (1991). “Permeability of disturbed zone around vertical drains.” Proc., Geotechnical Engineering Congress, Boulder, Vol. 2, 879–890.
Rixner, J. J., Kraemer, S. R., and Smith, A. D. (1986). “Prefabricated vertical drains.” Engineering Guidelines, FHWA/RD-86/168, Federal Highway Administration, Washington, D.C.
Sharma, J. S., and Xiao, D. (2000). “Characterization of a smear zone around vertical drains by large-scale laboratory tests.” Can. Geotech. J., 37(6), 1265–1271.
Zhu, G., and Yin, J.-H. (2004). “Consolidation analysis of soil with vertical and horizontal drainage under ramp loading considering smear effects.” Geotext. Geomembr., 22(1), 63–74.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132Issue 7July 2006
Pages: 937 - 941

History

Received: Jan 13, 2005
Accepted: Jan 3, 2006
Published online: Jul 1, 2006
Published in print: Jul 2006

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Authors

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Rohan Walker
Doctoral Student, School of Civil Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.
Buddhima Indraratna, F.ASCE
Professor, School of Civil Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.

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