DISCUSSIONS AND CLOSURES
Apr 1, 1992
Discussion of “Hypoplastic Model for Sands” by J. P. Bardet (September, 1990, Vol. 116, No. 9)
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VIEW THE REPLYAuthor: Jian ChuAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 118, Issue 4
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References
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Chu, J., and Lo, S.‐C. R. (1991). “On the implementation of strain path testing.” Proc. 10th European Conf. on Soil Mech. Found. Engrg., Florence, Italy, 53–56.
2.
Chu, J., Lo, S.‐C. R., and Lee, I. K. (1992). “Strain‐softening behavior of granular soil in strain‐path testing.” J. Geotech. Engrg., ASCE, 118(2), 191–208.
3.
Hettler, A., and Vardoulakis, I. (1984). “Behaviour of dry sand tested in a large triaxial apparatus.” Geotechnique, London, England, 34(2), 183–198.
4.
Lade, P. V. (1977). “Elasto‐plastic stress‐strain theory for cohesionless soil with curved yield surfaces.” Int. J. Solids Struct., 13(11), 1019–1035.
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Lade, P. V., Nelson, R. B., and Ito, Y. M. (1987). “Nonassociated flow and stability of granular materials.” J. Engrg. Mech., ASCE, 113(9), 1302–1318.
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Valanis, K. C. (1985). “On the uniqueness of solution of the initial value problem in strain softening materials.” J. Appl. Mech., 52(3), 649–653.
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Copyright © 1992 ASCE.
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Published online: Apr 1, 1992
Published in print: Apr 1992
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Jian Chu
Res. Fellow, School of Civ. and Struct. Engrg., Nanyang Tech. Univ., Singapore 2263
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