DISCUSSIONS AND CLOSURES
Apr 1, 1995
Performance of Embankment Stabilized with Vertical Drains on Soft Clay
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VIEW THE REPLYAuthors: D. Russell and C. C. HirdAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 121, Issue 4
0733-9410(1995)121:4(389)/asset/0fc5d182-2805-4940-bbd7-80c748828469/assets/(asce)0733-9410(1995)121:4(389).fp.png)
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References
1.
Hird, C. C., Pyrah, I. C., and Russell, D.(1992). “Finite element analysis of soil containing vertical drains.”Géotechnique, London, England, 42(3), 381–538.
2.
Muir Wood, D. (1990). Soil behaviour and critical state soil mechanics . Cambridge University Press, Cambridge, U.K.
3.
Russell, D. (1990). “An element to model thin, highly permeable materials in two-dimensional finite element consolidation analyses.”2nd Specialty Conf. on Numer. Methods in Geotech. Engrg., CEDEX, Santander, Spain, 303–310.
4.
Russell, D. (1992a). “Finite element analysis of soil containing vertical drains.”Ground Engrg., Thomas Telford, London, England, August.
5.
Russell, D. (1992b). “Finite element analyses of embankments on soft ground incorporating reinforcement and drains,” PhD thesis, University of Sheffield, Sheffield, U.K.
6.
Tavenas, F., Jean, P., Leblond, P., and Leroueil, S.(1983). “The permeability of natural soft clays. part II: Permeability characteristics.”Can. Geotech. J., 17(2), 236–260.
7.
Taylor, D. W. (1948). Fundamentals of soil mechanics. McGraw-Hill, New York, N.Y.
Information & Authors
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Published In
Journal of Geotechnical Engineering
Volume 121 • Issue 4 • April 1995
Pages: 389 - 395
Copyright
Copyright © 1995 American Society of Civil Engineers.
History
Published online: Apr 1, 1995
Published in print: Apr 1995
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Authors
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D. Russell
Geotech. Engr., Mott MacDonald, St Anne House, Croydon, Surrey, CR9 2UL, England.
C. C. Hird
Lect., Univ. of Sheffield, Mapin Street, Sheffield, S1 4DU, England.
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