Elastoplastic Model for the Long-Term Behavior Modeling of Unbound Granular Materials in Flexible Pavements

Author:

Chazallon C.123,Hornych Pierre123,Mouhoubi Saida123

Affiliation:

1. Assistant Professor, Laboratory of Mechanics and Modelling of Materials and Structures in Civil Engineering, Univ. of Limoges, Boulevard Derche, 19300 Egletons, France.

2. Engineer, Division Matériaux et Structures de Chaussées, Laboratoire Central des Ponts et Chaussées, Route de Bouaye BP4129, 44341 Bouguenais cedex, France.

3. Assistant Professor, National Institute of Applied Sciences (INSA), Boulevard de la Victoire, 67000 Strasbourg, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference49 articles.

1. A constitutive model for partially saturated soils

2. Arulanandan K. and Scott R. F. (1993). Proc. Int. Conf. on Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems Vol. 1 Balkema Rotterdam The Netherlands.

3. Arulanandan K. and Scott R. F. (1994). Proc. Int. Conf. on Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems Vol. 2 Balkema Rotterdam The Netherlands.

4. Aubry D. Hujeux J. C. Lassoudière F. and Meimon Y. (1982). “A double memory model with multiple mechanisms for cyclic soil behavior.” Proc. Int. Symp. on Numerical Models in Geomechanics Balkema Rotterdam The Netherlands 125–143.

5. Hypoplastic Model for Sands

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