DISCUSSIONS AND CLOSURES
Nov 1, 1998
Discussion of “Liquefaction and Residual Strength of Sands from Drained Triaxial Tests” by G. Norris, R. Siddharthan, Z. Zafir, and R. Madhu
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Volume 124, Issue 11
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References
1.
Ladanyi, B.(1960). “Étude des relations entre les contraintes et les déformations lors du cisaillement des sols pulvérulents.”Annales des travaux publics de Belgique, 3, 241–270.
2.
Ladanyi, B.(1969). “Discussion of undrained strength characteristics of cohesionless soils,” by H. B. Seed and K. L. Lee. J. Soil Mech. and Found. Div., ASCE, 95(1), 392–397.
3.
Ladanyi, B., LaRochelle, P., and Tanguay, L.(1965). “Some factors controlling the predictability of stress-strain behavior of clay.”Can. Geotech. J., Ottawa, Canada, 2(2), 60–83.
4.
Seed, H. B., and Lee, K. L.(1967). “Undrained strength characteristics of cohesionless soils.”J. Soil Mech. and Found. Div., ASCE, 93(6), 333–360.
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Copyright © 1998 American Society of Civil Engineers.
History
Published online: Nov 1, 1998
Published in print: Nov 1998
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Branko Ladanyi, Fellow, ASCE
Prof. Emeritus of Civ. Engrg., École Polytechnique de Montréal, P.O. Box 6079, Station Centre-ville, Montréal, PQ, Canada, H3C 3A7.
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