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    Development of a New Performance Indicator to Evaluate Resistance of Asphalt Mixes to Cracking 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Hamza Alkuime; Emad Kassem; Fouad M. S. Bayomy; Richard J. Nielsen
    Publisher: ASCE
    Abstract: Several monotonic performance indicators that use one or more elements of the load–displacement curve (e.g., area under the curve, curve peak) are used to assess the resistance of asphalt mix to cracking. While these ...
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    Estimation of Resilient Modulus Constitutive Model Parameters for Unbound Coarse Materials for MEPDG 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 003:;page 04022040
    Author(s): S. M. Robinur Mohshin Chowdhury; Emad Kassem
    Publisher: ASCE
    Abstract: In this study, 18 different unbound aggregates were collected from various locations of Idaho and several characterization tests were conducted in the laboratory. The resilient modulus of these collected aggregates was ...
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    Evaluating Alkali-Silica Reactivity of Aggregates Using the New Miniature Concrete Prism Test and Other Standard Test Methods 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 008:;page 04022163
    Author(s): Ebenezer O. Fanijo; Md. Shahjalal Chowdhury; Emad Kassem; Debakanta Mishra
    Publisher: ASCE
    Abstract: The alkali-silica reaction (ASR) has been recognized as a major distress in concrete for nearly a century. In the US, ASR is a major cause of the deterioration of highway concrete structures (i.e., bridges and pavements). ...
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    Stochastic Identification of Linear-Viscoelastic Models of Aged and Unaged Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 004
    Author(s): Loujaine Mehrez; Emad Kassem; Eyad Masad; Dallas Little
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of asphalt mixtures is typically described using linear viscoelastic models at low-strain applications. The time and temperature dependency of asphalt mixture properties is described by forming a master curve ...
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    Method for Predicting the Laboratory Compaction Behavior of Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    Author(s): Ahmed Awed; Emad Kassem; Eyad Masad; Dallas Little
    Publisher: American Society of Civil Engineers
    Abstract: The quality of compaction significantly influences the performance of asphalt mixtures. Insufficient compaction often leads to excessive premature permanent deformation, excessive aging, and/or moisture damage. The research ...
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    Evaluation of Full-Depth Asphalt Pavement Construction Using X-Ray Computed Tomography and Ground Penetrating Radar 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 006
    Author(s): Emad Kassem; Lubinda Walubita; Tom Scullion; Eyad Masad; Andrew Wimsatt
    Publisher: American Society of Civil Engineers
    Abstract: In the past few years, a number of full-depth or perpetual pavements have been designed and constructed in the State of Texas. A study was conducted to examine the quality of the compaction of the thick asphalt layers ...
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    Comparative Characterization of Field and Laboratory-Aged Binders Modified with Antioxidant Additives and Copolymers Using Fourier Transform Infrared Spectroscopy and Gel Permeation Chromatography 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 002:;page 04022032
    Author(s): Mohammad S. Khan; Emad Kassem; Armando McDonald; Okan Sirin; D. Eric Aston
    Publisher: ASCE
    Abstract: This study investigates the behavior of antioxidant additives and copolymers to an asphalt binder by comparing laboratory-aged (up to 60 h) and antioxidant-modified binders with binders extracted from field cores. To ...
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    Summary Resilient Modulus Prediction Model for Unbound Coarse Materials 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 003:;page 04021035-1
    Author(s): S. M. Robinur Mohshin Chowdhury; Emad Kassem; Hamza Alkuime; Debakanta Mishra; Fouad M. S. Bayomy
    Publisher: ASCE
    Abstract: The resilient modulus of base and subbase layers is a needed parameter in mechanistic pavement analysis and design. The standard test procedure for measuring the resilient modulus is complex and the setup may not be available ...
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    Quantification of Damage in the Dynamic Complex Modulus and Flow Number Tests Using X-Ray Computed Tomography 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 012
    Author(s): Mostafa A. Elseifi; Louay N. Mohammad; Emad Kassem; Hao Ying; Eyad Masad
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic modulus test is conducted based on the assumption that no damage is induced during the testing process and that measurements are conducted within the linear viscoelastic region. In addition, the level of damage ...
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    Three-Dimensional Microstructural Modeling Framework for Dense-Graded Asphalt Concrete Using a Coupled Viscoelastic, Viscoplastic, and Viscodamage Model 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    Author(s): Taesun You; Rashid K. Abu Al-Rub; Eyad A. Masad; Emad Kassem; Dallas N. Little
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a three-dimensional (3D) image-based microstructural computational modeling framework to predict the thermoviscoelastic, thermoviscoplastic, and thermoviscodamage response of asphalt concrete. X-ray ...
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