DISCUSSIONS AND CLOSURES
Jan 1, 1999
Discussion of “Stability of Uniformly Reinforced Slopes” by P. de Buhan and J. Salençon
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VIEW THE REPLYAuthors: P. de Buhan and J. Salençon, Member, ASCEAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 1
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References
1.
Anthoine, A. (1989). “Mixed modelling of reinforced soils within the framework of the yield design theory.” Comp. and Geotechnics, 7, 67–82.
2.
de Buhan, P., and Salençon, J. (1993). “A comprehensive stability analysis of soil nailed structures.” Eur. J. Mech., A/Solids, Montrouge, France, 12(3), 325–345.
3.
de Buhan, P., Dormieux, L., and Salençon, J. (1993a). “An interactive computer software for the yield design of reinforced soil structures.” Proc., Int. Conf. Comp. and Geotechnics, Presses de l'ENPC, Paris, 181–188.
4.
de Buhan, P., Dormieux, L., and Salençon, J. (1993b). “A theoretical approach to the Ultimate Limit State Design.” Proc., Conf. Limit State Design in Geotech. Engrg., DGI Bull. No., 10, Vol. 2, Copenhagen, 429–438.
5.
de Buhan, P., Dormieux, L., and Salençon, J. (1993c). “Stability analysis of reinforced soil retaining structures using the yield design theory.” Proc., Int. Conf. Retaining Struct., Thomas Telford, London, 618–627.
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Copyright © 1999 ASCE.
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Published online: Jan 1, 1999
Published in print: Jan 1999
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Authors
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P. de Buhan
Prof., Ecole Nationale des Ponts et Chaussées, CERMMO, 6 et 8 avenue Blaise Pascal, 77455 Marne‐la‐Vallee Cedex 2, France.
J. Salençon, Member, ASCE
Prof., Ecole Polytechnique, Dept. of Mech., 91128 Palaiseau Cedex, France.
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