Time-dependent Drucker-Prager-Cap model coupled with PANDA (Pavement Analysis Using Nonlinear Damage Approach) to predict rutting performance of flexible pavements

Author:

Darabi Masoud K.,Kola Rashmi,Little Dallas N.,Garg Navneet

Funder

Federal Aviation Administration

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference59 articles.

1. Garg N., Hayhoe G., Consolidation of aggregate base and subbase layers under heavy aircraft loading at the National Airport Pavement Test Facility, Proceedings of the Advanced Characterization of Pavements and Soil Engineering Materials (2007).

2. Garg N., Hayhoe G.F., Permanent deformation behavior of the granular layers tested at the FAA’s National Airport Pavement Test Facility, APT'08. Third International Conference, 2008.

3. A thermo-viscoelastic–viscoplastic–viscodamage constitutive model for asphaltic materials;Darabi;Int. J. Solids Struct.,2011

4. A thermodynamic framework for constitutive modeling of time-and rate-dependent materials. Part II: numerical aspects and application to asphalt concrete;Darabi;Int. J. Plasticity,2012

5. A continuum damage mechanics framework for modeling micro-damage healing;Darabi;Int. J. Solids Struct.,2012

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