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    Linear Rheological Behavior of Bituminous Paving Materials 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 003
    Author(s): Gordon D. Airey; Behzad Rahimzadeh; Andrew C. Collop
    Publisher: American Society of Civil Engineers
    Abstract: The linearity limits of various unmodified and modified bituminous binders, as well as asphalt mixtures incorporating these binders, have been investigated using a dynamic shear rheometer and a purpose-built, dynamic, ...
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    Properties of Asphalt Concrete Layer Interfaces 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 003
    Author(s): Mariana R. Kruntcheva; Andrew C. Collop; Nicholas H. Thom
    Publisher: American Society of Civil Engineers
    Abstract: This note outlines the experimental investigation of the factors affecting bond development between pavement layers. The tests involved the use of an apparatus known as the Nottingham shear box. To establish a realistic ...
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    Discrete Element Modeling of Constant Strain Rate Compression Tests on Idealized Asphalt Mixture 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 001
    Author(s): Junwei Wu; Andrew C. Collop; Glenn R. McDowell
    Publisher: American Society of Civil Engineers
    Abstract: Discrete element modeling has been used to simulate constant strain rate compressive tests for an idealized asphalt mixture comprising approximately single-sized sand particles. A range of constant strain-rate compressive ...
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    Feasibility of Assessing Bond Condition of Asphalt Concrete Layers with Dynamic Nondestructive Testing 

    Source: Journal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Mariana R. Kruntcheva; Andrew C. Collop; Nicholas H. Thom
    Publisher: American Society of Civil Engineers
    Abstract: In the 1970s, the U.K. Transport Research Laboratory published a series of reports dealing with wearing course slippage due to debonding. At present, however, no accepted nondestructive test (NDT) technique exists for a ...
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    Assessing Variability of In Situ Pavement Material Stiffness Moduli 

    Source: Journal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Andrew C. Collop; Robert J. Armitage; Nicholas H. Thom
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes research carried out to investigate pavement material-stiffness modulus variability. Detailed pavement surface deflection data were obtained from two sections of newly constructed flexible pavement in ...
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    Effect of Bond Condition on Flexible Pavement Performance 

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 011
    Author(s): Mariana R. Kruntcheva; Andrew C. Collop; Nicholas H. Thom
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes a theoretical study undertaken to provide a deeper understanding of the consequences of poor bond on flexible pavement performance. Two different modeling approaches have been used. In the first, the ...
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