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    Micromechanics-Based Analysis of Stiffness Anisotropy in Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 005
    Author(s): Eyad Masad; Laith Tashman; Niranjanan Somedavan; Dallas Little
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical behavior of many bound granular materials such as asphalt mixtures is anisotropic in nature. However, the majority of the current mechanical tests and analytical models for asphalt mixtures are based on the ...
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    Microstructural Viscoplastic Continuum Model for Permanent Deformation in Asphalt Pavements 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Laith Tashman; Eyad Masad; Hussein Zbib; Dallas Little; Kamil Kaloush
    Publisher: American Society of Civil Engineers
    Abstract: Permanent deformation is one of the major distresses in asphalt pavements. It is caused mainly by high traffic loads associated with high field temperatures. An anisotropic viscoplastic continuum damage model is developed ...
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    Comparing Superpave Gyratory Compactor Data to Field Cores 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 001
    Author(s): Robert L. Peterson; Kamyar C. Mahboub; R. Michael Anderson; Eyad Masad; Laith Tashman
    Publisher: American Society of Civil Engineers
    Abstract: Achieving proper compaction of asphalt pavement is crucial to its longevity and acceptable performance. Laboratory compaction is an essential part of mix design. In order for the mix design process to be effective, laboratory ...
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    Evaluation of Construction Practices That Influence the Bond Strength at the Interface between Pavement Layers 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 003
    Author(s): Laith Tashman; Kitae Nam; Tom Papagiannakis; Kim Willoughby; Linda Pierce; Tom Baker
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the influence of several construction practices on the bond strength at the interface between pavement layers. These practices included the surface treatment, curing time, residual application rate, ...
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