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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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    Predictive Models for Storage Modulus and Loss Modulus of Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 007
    Author(s): Veena Venudharan; Anush K. Chandrappa; Krishna P. Biligiri; Kamil E. Kaloush
    Publisher: American Society of Civil Engineers
    Abstract: Complex modulus of an asphalt mixture constitutes two components:
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    Impact of Pavement Thermophysical Properties on Surface Temperatures 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 008
    Author(s): Jooseng (Gavin) Gui; Patrick E. Phelan; Kamil E. Kaloush; Jay S. Golden
    Publisher: American Society of Civil Engineers
    Abstract: A one-dimensional mathematical model was developed, based on the fundamental energy balance, to calculate the pavement near-surface temperatures using hourly measured solar radiation, air temperature, dew-point temperature, ...
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    Endurance Limit for HMA Based on Healing Concept Using Uniaxial Tension-Compression Fatigue Test 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    Author(s): Waleed A. Zeiada; Mena I. Souliman; Kamil E. Kaloush; Michael Mamlouk
    Publisher: American Society of Civil Engineers
    Abstract: Perpetual pavements, if properly designed and rehabilitated, last longer than 50 years without major structural rehabilitation. The fatigue endurance limit (EL) is a key parameter for designing perpetual pavements to ...
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    Predictive Models for Storage Modulus and Loss Modulus of Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 007
    Author(s): Veena Venudharan; Anush K. Chandrappa; Krishna P. Biligiri; Kamil E. Kaloush
    Publisher: American Society of Civil Engineers
    Abstract: Complex modulus of an asphalt mixture constitutes two components: E′ representing the ability of the mixture to store energy (elastic behavior), and E′′ reflecting the capacity of the material to dissipate energy (viscous ...
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    Thermal Properties of Asphalt Pavements Modified with a Lightweight Silica-Based Composite 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008:;page 04023218-1
    Author(s): Carlos J. Obando; Jolina J. Karam; José R. Medina; Kamil E. Kaloush
    Publisher: ASCE
    Abstract: Pavements are exposed to different external factors such as traffic loading, levels of moisture, and ambient temperature fluctuations. External temperature change affects the pavement’s temperature profile and therefore ...
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    DSpace software copyright © 2002-2015  DuraSpace
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