DISCUSSIONS AND CLOSURES
Apr 1, 1990
Discussion of “Centrifuge Evaluation of Numerical Model for Clay” by Robert Y. K. Liang and James K. Mitchell (March, 1988, Vol. 114, No. 3)
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VIEW THE REPLYAuthors: M. C. R. Davies, M. S. S. Almeida, and M. J. GunnAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 116, Issue 4
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References
1.
Almeida, M. S. S., Britto, A. M., and Parry, R. H. G. (1986). “Numerical modelling of a centrifuged embankment on soft clay.” Canadian Geotech. J., 23, May, 103–114.
2.
Bassett, R. H. (1973). “Centrifugal model tests of embankments on soft alluvial foundations.” Proc. 8th Int. Conf. Soil. Mech. and Foundation Engrg., International Society for Soil Mechanics and Foundation Engineering, 2(2), 23–30.
3.
Bassett, R. H., et al. (1981). “Centrifugal models to evaluate numerical methods.” Proc. 10th Int. Conf. Soil. Mech. and Found. Engrg., International Society for Soil Mechanics and Foundation Engineering, 1, 557–562.
4.
Britto, A. M., and Gunn, M. J. (1987). Critical state soil mechanics via finite elements. Ellis Horwood Limited, Chichester, England.
5.
Davies, M. C. R. (1981). “Centrifugal modelling of embankments on clay foundations,” thesis presented to the University of Cambridge, in Cambridge, England, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
6.
Davies, M. C. R., and Parry, R. H. G. (1985). “Centrifuge modelling of embankments on clay foundations.” Soils and Foundations, 25(4), 19–36.
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Copyright © 1990 ASCE.
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Published online: Apr 1, 1990
Published in print: Apr 1990
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M. C. R. Davies
Lect. in Soil Mech., School of Engrg., Univ. of Wales Coll. of Cardiff, P.O. Box 917, Cardiff CF2 1XH, United Kingdom
M. S. S. Almeida
Assoc. Prof., Dept. of Civ. Engrg., Fed. Univ. of Rio de Janeiro, Centro de Technologia Bloco G., Caixa Postal 68501, Rio de Janeiro 21945 RJ, Brazil
M. J. Gunn
Lect. in Civ. Engrg., Dept. of Civ. Engrg. Univ. of Surrey, Guildford, Surres GU2 5XH, United Kingdom
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