DISCUSSIONS AND CLOSURES
Jan 1, 1999
Plane-Strain Modeling of Smear Effects Associated with Vertical Drains
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VIEW THE REPLYAuthors: Richard E. Landau, D. Russell, C. C. Hird, I. C. Pyrah, B. Indraratna, and I. W. RedanaAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 1
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References
1.
Chai, J. C., Miura, N., Sakajo, S., and Bergado, D. ( 1995). “Behaviour of vertical drain improved subsoil under embankment loading.” Soils and Found., Tokyo, 35(4), 49–61.
2.
Russell, D. ( 1992). “Finite element analyses of embankments on soft ground incorporating reinforcement and drains,” PhD thesis, University of Sheffield, U.K.
3.
Russell, D., and Hird, C. C. (1995). “Discussion of `Performance of embankment stabilized with vertical drains on soft clay,' by B. Indraratna, A. S. Balasubramaniam, and P. Ratnayake.”J. Geotech. Engrg., ASCE, 121(4), 389–391.
4.
Indraratna, B., and Redana, I. W. ( 1998a). “Development of smear zone around vertical band drains.” Ground improvement, ISSMFE, Thomas Telford, London, in press.
5.
Indraratna, B., and Redana, I. W. (1998b). “Laboratory determination of smear zone due to vertical drain installation.”J. Geotech. and Geoenvir. Engrg., ASCE, 124(2), 180–184.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 125 • Issue 1 • January 1999
Pages: 96 - 99
History
Published online: Jan 1, 1999
Published in print: Jan 1999
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Authors
Affiliations
Richard E. Landau
D. Russell
C. C. Hird
I. C. Pyrah
B. Indraratna
Member, ASCE,
I. W. Redana
Member, ASCE,
P.E., Member, ASCE
May 1997, Vol. 123, No. 5, by B. Indraratna and I. W. Redana (Technical Note 13810).
Consulting Engr., 768 Springfield Ave. (B-6), Summit, NJ 07901.
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