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    Reducing Inconsistency of HMA Flexure Fatigue Testing 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
    Author(s): Michael Mamlouk; Mena I. Souliman
    Publisher: American Society of Civil Engineers
    Abstract: Beam fatigue testing of hot-mix asphalt (HMA) in the laboratory has been used for several decades by many researchers around the world. A total of two standard procedures are currently available: one that controls constant ...
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    Simple Approach for Designing Sustainable Pavement with Self-Healing Fatigue Cracking 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Michael Mamlouk; Mena I. Souliman
    Publisher:
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    Reducing Inconsistency of HMA Flexure Fatigue Testing 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
    Author(s): Michael Mamlouk; Mena I. Souliman
    Publisher: American Society of Civil Engineers
    Abstract: Beam fatigue testing of hot-mix asphalt (HMA) in the laboratory has been used for several decades by many researchers around the world. A total of two standard procedures are currently available: one that controls constant ...
    Request PDF

    Evaluation of Optimum Fiber Length in Fiber-Reinforced Asphalt Concrete 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 003:;page 04021494
    Author(s): Hossein Noorvand; Michael Mamlouk; Kamil Kaloush
    Publisher: ASCE
    Abstract: Cracking is one of the most common distresses in asphalt pavement. Because asphalt concrete is relatively weak in tension, synthetic fibers have shown to increase its tensile strength and, therefore, reduce the chance of ...
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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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    DSpace software copyright © 2002-2015  DuraSpace
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