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    Evolution of the Modulus of Asphalt Concrete in Four-Point Beam Fatigue Tests 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 010
    Author(s): B. S. Abhijith; S. P. Atul Narayan
    Publisher: ASCE
    Abstract: The four-point beam (4PB) test is extensively used to characterize the fatigue behavior of asphalt concrete mixtures. But the inhomogeneity of the deformation in the beam is not given due consideration in traditional ...
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    Analysis of Rutting Prediction Criteria Using a Nonlinear Viscoelastic Model 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 003
    Author(s): S. P. Atul Narayan; Dallas N. Little; Kumbakonam R. Rajagopal
    Publisher: American Society of Civil Engineers
    Abstract: Several prediction criteria have been proposed to rank asphalt binders based on their rutting performance, and each one has been shown to be able to predict rutting behavior observed in either accelerated loading field ...
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    Incorporating Disparity in Temperature Sensitivity of Asphalt Binders into High-Temperature Specifications 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 001
    Author(s): S. P. Atul Narayan; Dallas N. Little; Kumbakonam R. Rajagopal
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical behavior of asphalt binder is highly sensitive to temperature. The manner in which mechanical characteristics change with temperature can also vary significantly from one asphalt to another. With such ...
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