DISCUSSIONS AND CLOSURES
Jan 1, 1999

Stability of Uniformly Reinforced Slopes

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 1
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References

1.
Atkinson, J. ( 1993). An introduction to the mechanics of soils and foundations. McGraw-Hill, London.
2.
Chang, C. J., Chen, W. F., and Yao, J. T. P. (1984). “Seismic displacements in slopes by limit analysis.”J. Geotech. Engrg., ASCE, 110(7), 860–874.
3.
Anthoine, A. ( 1989). “Mixed modelling of reinforced soils within the framework of the yield design theory.” Comp. and Geotechnics, 7, 67–82.
4.
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.
5.
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.
6.
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.
7.
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.
8.
Gourc, J. P., Ratel, A., and Gotteland, P. ( 1988). “Design of reinforced soil retaining walls: Analysis and comparison of existing methods and proposal for a new approach.” The application of polymeric reinforcement in soil retaining structures, NATO Asi series—applied sciences, Jarrett and McGown, eds., Vol. 147, 24–67.
9.
Lemonnier, P. ( 1995). “Application de la méthode variationnelle au problème de la stabilité des talus renforcés par des nappes géosynthétiques,” PhD thesis, INSA Lyon, France.
10.
Collins, I. F. ( 1969). “The upper-bound theorem for rigid/plastic solids generalized to include Coulomb friction.” J. Mech. Phys. Solids, 17, 323–338.
11.
Michalowski, R. L. ( 1998). “Soil reinforcement for seismic design of geotechnical structures.” Comp. and Geotechnics, in press.
12.
Mróz, Z., and Drescher, A. ( 1969). “Limit plasticity approach to some cases of flow of bulk solids.” J. Engrg. for Industry, Trans. ASME, 51, 357–364.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 125Issue 1January 1999
Pages: 81 - 85

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Published online: Jan 1, 1999
Published in print: Jan 1999

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Authors

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Robert W. Day
P. de Buhan
J. Salençon
Radoslaw L. Michalowski
Civ. Engr., Dipartimento Difesa del Suolo, Università della Calabria, 87036 Rende, Cosenza, Italy.
Res. of Geotech. Engrg., Dipartimento Difesa del Suolo, Università della Calabria, 87036 Rende, Cosenza, Italy.
Chf. Engr., American Geotechnical, 5764 Pacific Ctr. Blvd., Ste. 112, San Diego, CA 92121.
Prof., Ecole Nationale des Ponts et Chaussées, CERMMO, 6 et 8 avenue Blaise Pascal, 77455 Marne-la-Vallee Cedex 2, France. E-mail: [email protected]
Prof., Ecole Polytechnique, Dept. of Mech., 91128 Palaiseau Cedex, France. E-mail: [email protected]
Postdoctoral Res., Aalborg Univ., Dept. of Civ. Engrg., Sohngaardsholmsvej 57, DK-9000 Aalborg, Denmark.
Assoc. Prof., Dept. of Civ. Engrg., The Johns Hopkins Univ., Baltimore, MD 21218.

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