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    Analysis of Representative Volume Element for Asphalt Concrete Laboratory Shear Testing 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 012
    Author(s): Erdem Coleri; John T. Harvey
    Publisher: American Society of Civil Engineers
    Abstract: The primary purposes of this paper are to develop a method of quantifying the precision and bias in repeated simple shear test at constant height (RSST-CH) laboratory test results for different-sized specimens and to ...
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    Evaluation of Laboratory, Construction, and Performance Variability by Bootstrapping and Monte Carlo Methods for Rutting Performance Prediction of Heavy Vehicle Simulator Test Sections 

    Source: Journal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 012
    Author(s): Erdem Coleri; John T. Harvey
    Publisher: American Society of Civil Engineers
    Abstract: This paper demonstrates an innovative reliability analysis approach for prediction of asphalt rutting performance. In this approach, reliability was evaluated by considering the variability in laboratory test results, layer ...
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    Impact of Pavement Structural Response on Vehicle Fuel Consumption 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2017:;Volume ( 143 ):;issue: 001
    Author(s): Erdem Coleri; John T. Harvey
    Publisher:
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    Tack Coat Rheological Properties and the Effects on Interlayer Shear Strength 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 011
    Author(s): David Covey; Erdem Coleri; Aiman Mahmoud
    Publisher: American Society of Civil Engineers
    Abstract: CSS-1H emulsions are the most commonly used slow-setting grades in Oregon. New engineered emulsions have recently been developed in Oregon to reduce tracking and increase interlayer shear strength (ISS). In this study, the ...
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