Shakedown Approaches to Rut Depth Prediction in Low-Volume Roads-Reference-Cited by-同舟云学术

Shakedown Approaches to Rut Depth Prediction in Low-Volume Roads

Published:2010-11 Issue:11 Volume:136 Page:1422-1434
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Allou Fatima¹²³⁴,Petit Christophe¹²³⁴,Chazallon Cyrille¹²³⁴,Hornych Pierre¹²³⁴

Affiliation:

1. GEMH Laboratory–Civil Engineering and Durability, Université de Limoges, Jacques Derche Blvd., 19300 Egletons, France (corresponding author).

2. GEMH Laboratory–Civil Engineering and Durability, Université de Limoges, Jacques Derche Blvd., 19300 Egletons, France.

3. Laboratory of Design Engineering, Institut National des Sciences Appliquées de Strasbourg, 24 Blvd. de la Victoire, 67084 Strasbourg cedex, France.

4. Materials and Pavements Structures Div., Laboratoire Central des Ponts et Chaussées, Route de Bouaye BP4129, 44341 Bouguenais cedex, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000165

Reference24 articles.

1. A numerical model for flexible pavements rut depth evolution with time

2. Bonaquist R. F. and Witczak M. W. (1997). “A comprehensive constitutive model for granular materials in flexible pavement structures.” Proc. 4th Int. Conf. on Asphalt Pavements 783–802.

3. Boyce J. R. (1980). “A non-linear model for the elastic behavior of granular materials under repeated loading.” Proc. Int. Symp. on Soils under Cyclic and Transient Loading 285–294.

4. CAST3M. (2009). ⟨http://www.cast3m.cea.fr/cast3m⟩.

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

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