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    General Outlook of Pavement and Vehicle Dynamics 

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
    Author(s): Michael S. Mamlouk
    Publisher: American Society of Civil Engineers
    Abstract: The interaction between vehicle and pavement is complex since pavement roughness excites the dynamic forces generated by vehicles, while these dynamic forces simultaneously increase the pavement roughness. The objective ...
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    Closure to “<i>Characterization of Asphalt Emulsion Treated Bases</i>” by Michael S. Mamlouk and Leonard E. Wood (March, 1981) 

    Source: Journal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 002
    Author(s): Michael S. Mamlouk; Leonard E. Wood
    Publisher: American Society of Civil Engineers
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    Development of Dynamic Fatigue Failure Criterion 

    Source: Journal of Transportation Engineering, Part A: Systems:;1988:;Volume ( 114 ):;issue: 004
    Author(s): Peter E. Sebaaly; Michael S. Mamlouk
    Publisher: American Society of Civil Engineers
    Abstract: When a truck wheel moves on the road, stress pulses develop within the pavement layers. These pulses are primarily functions of load magnitude, tire pressure, and vehicle speed. In this study, dynamic analysis is used to ...
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    Elasto‐Dynamic Analysis of Pavement Deflections 

    Source: Journal of Transportation Engineering, Part A: Systems:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Michael S. Mamlouk; Trevor G. Davies
    Publisher: American Society of Civil Engineers
    Abstract: An elastodynamic analysis of pavement response to harmonic‐load nondestructive testing is presented. The method is based on a discrete layer approach that assumes linear variation of displacements in the direction of ...
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    Program BIMODPAV for Analysis of Flexible Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 001
    Author(s): Punya P. Khanal; Michael S. Mamlouk
    Publisher: American Society of Civil Engineers
    Abstract: A new axisymmetric finite-element pavement-analysis program BIMODPAV capable of accounting for the bimodular nature of the asphalt concrete is developed. The program also considers the nonlinear behavior of the base, ...
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    Temperature Gradient and Curling Stresses in Concrete Pavement with and without Open-Graded Friction Course 

    Source: Journal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 010
    Author(s): Mark Belshe; Michael S. Mamlouk; Kamil E. Kaloush; Maria Rodezno
    Publisher: American Society of Civil Engineers
    Abstract: Curling stresses of concrete pavement can be very damaging, and reducing the temperature swings would be very beneficial. This study includes a field instrumentation effort with pavement temperature sensors to quantify the ...
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    Erratum: 

    Source: Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 006
    Author(s): William N. Houston; Michael S. Mamlouk; Rohan W. S. Perera
    Publisher: American Society of Civil Engineers
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    Evaluation of Crack Propagation Properties of Asphalt Mixtures 

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Barzin Mobasher; Michael S. Mamlouk; How-Ming Lin
    Publisher: American Society of Civil Engineers
    Abstract: Current failure criteria of asphalt pavements are either empirical or assume linear elastic material response and use a single load level to relate the number of load repetitions to fatigue failure. To better understand ...
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    Analysis and Design Optimization of Flexible Pavement 

    Source: Journal of Transportation Engineering, Part A: Systems:;2000:;Volume ( 126 ):;issue: 002
    Author(s): Michael S. Mamlouk; John P. Zaniewski; Wei He
    Publisher: American Society of Civil Engineers
    Abstract: A project-level optimization approach was developed to minimize total pavement cost within an analysis period. Using this approach, the designer is able to select the optimum initial pavement thickness, overlay thickness, ...
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    Closure to “<i>Laboratory versus Nondestructive Testing for Pavement Design</i>” by William N. Houston, Michael S. Mamlouk, and Rohan W. S. Perera (March/April, 1992, Vol. 118, No. 2) 

    Source: Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 006
    Author(s): William N. Houston; Michael S. Mamlouk; Rohan W. S. Perera
    Publisher: American Society of Civil Engineers
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