Laith Tashman, Ph.D.
Affiliations: | 2003 | Texas A & M University, College Station, TX, United States |
Area:
Civil EngineeringGoogle:
"Laith Tashman"Parents
Sign in to add mentorEyad A Masad | grad student | 2003 | Texas A & M | |
(Microstructural viscoplastic continuum model for asphalt concrete.) |
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Publications
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Tashman L, Wang L, Thyagarajan S. (2007) Microstructure Characterization for Modeling HMA Behaviour Using Imaging Technology Road Materials and Pavement Design. 8: 207-238 |
Tashman L, Masad E, Zbib H, et al. (2005) Microstructural Viscoplastic Continuum Model for Permanent Deformation in Asphalt Pavements Journal of Engineering Mechanics-Asce. 131: 48-57 |
Masad E, Tashman L, Little D, et al. (2005) Viscoplastic modeling of asphalt mixes with the effects of anisotropy, damage and aggregate characteristics Mechanics of Materials. 37: 1242-1256 |
Tashman L, Masad E, Little D, et al. (2005) A microstructure-based viscoplastic model for asphalt concrete International Journal of Plasticity. 21: 1659-1685 |
Peterson RL, Mahboub KC, Anderson RM, et al. (2004) Comparing superpave gyratory compactor data to field cores Journal of Materials in Civil Engineering. 16: 78-83 |
Peterson RL, Mahboub KC, Anderson RM, et al. (2003) Superpave® Laboratory Compaction Versus Field Compaction Transportation Research Record. 201-208 |
Tashman L, Masad E, Crowe C, et al. (2003) Simulation of fluid flow in granular microstructure using a non-staggered grid scheme Computers and Fluids. 32: 1299-1323 |
Saadeh S, Tashman L, Masad E, et al. (2002) Spatial and Directional Distribution of Aggregates in Asphalt Mixes Journal of Testing and Evaluation. 30: 483-491 |
Tashman L, Masad E, D'Angelo J, et al. (2002) X-ray Tomography to Characterize Air Void Distribution in Superpave Gyratory Compacted Specimens International Journal of Pavement Engineering. 3: 19-28 |
Masad E, Tashman L, Somedavan N, et al. (2002) Micromechanics-Based Analysis of Stiffness Anisotropy in Asphalt Mixtures Journal of Materials in Civil Engineering. 14: 374-383 |