Numerical Simulation of Inverted Pavement Systems

Author:

Cortes D. D.1,Shin H.2,Santamarina J. C.3

Affiliation:

1. Dept. of Civil Engineering, New Mexico State Univ., Las Cruces, NM (corresponding author).

2. Dept. of Civil and Environmental Engineering, Univ. of Ulsan, Ulsan, South Korea.

3. Dept. of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference52 articles.

1. Linear and Nonlinear Viscoelastic Analysis of the Microstructure of Asphalt Concretes

2. Adu-Osei A. Little D. N. and Lytton R. L. (2001). “Cross-anisotropic characterization of unbound granular materials.” Transportation Research Record 1757 Transportation Research Board Washington DC 82–91.

3. Allen J. J. and Thompson M. R. (1974). “Resilient response of granular materials subjected to time dependent lateral stresses.” Transportation Research Record 510 Transportation Research Board Washington DC 173–182.

4. Arnold G. Dawson A. Hughes D. and Robinson D. (2002). “The application of shakedown approach to granular pavement layers.” Proc. 9th Int. Conf. on Asphalt Pavements International Society for Asphalt Pavements Copenhagen Denmark.

5. Balbo J. T. (1997). “High quality cement treated crushed stones for concrete pavement bases.” 6th Purdue Conference on Concrete Pavement. Proc. 6th Int. Conf. on Concrete Pavement Design and Materials for High Performance International Society for Concrete Pavements Indianapolis.

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