Abstract
Various authors such as Le Nizerhy [1], De Buhan [2], Suquet [3] have proposed homogenization techniques for heterogeneous materials. In the present paper a kinematic formulation for limit analysis of structures in reinforced soil is presented. This formulation is based on De Buhan criterion and on a finite element discretization of the homogenized material. The subsequent computer codes are used for determining upper bounds of the limit height of reinforced slopes.
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References
- D. Le Nizerhy, Calcul à la Rupture des Matériaux Composites, Symposium franco-polonais, Cracovie, 1977.
- P. De Buhan, Critère de Rupture d’un Matériau Renforcé par Armatures, C.R.A.S.,t 301, série II, n°9, Paris, 1983.
- P. Suquet, Analyse Limite et Homogénéisation, C.R.A.S., t 296, série II, Paris, 1983.
- Pastor J., Abdi R., Analyse Limite et Homogénéisation: approche numérique, 9ème Congrès Français de Mécanique, Metz, 1989.
- Siad L., Analyse de Stabilité des Ouvrages en Terre Armée par une Méthode d’Homogénéisation, thesis, E.N.P.C., Paris, 1987.
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© 1991 Elsevier Science Publishers Ltd
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Abdi, R., Pastor, J. (1991). Limit Loads of Reinforced Structures. In: Boehler, JP., Khan, A.S. (eds) Anisotropy and Localization of Plastic Deformation. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-3644-0_45
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DOI: https://doi.org/10.1007/978-94-011-3644-0_45
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-85166-688-1
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