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    Definition and Application of Linear Viscoelastic Unit Slope Response Functions for Efficiently Dealing with Piecewise Linear Excitations on Asphaltic Materials 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005:;page 04025094-1
    Author(s): Tien Tho Do; Thanh-Nhan Phan; Ngoc-Hung Nguyen; Thanh-An Pham; Vu-Tu Tran; H. T. Tai Nguyen
    Publisher: American Society of Civil Engineers
    Abstract: Relaxation modulus (RM) and creep compliance (CC) are two characteristic functions of a linear viscoelastic (LVE) material in the time domain, respectively defined as the responses of the stress and strain caused by the ...
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    Determining with High Accuracy the Relaxation Modulus and Creep Compliance of Asphaltic Materials in the Form of Sums of Exponential Functions from Mathematical Master Curves of Dynamic Modulus 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009:;page 04022219
    Author(s): Thanh-Nhan Phan; Duy-Liem Nguyen; Tan-Van Vu; Vu-Tu Tran; H. T. Tai Nguyen; Mai Lan Nguyen
    Publisher: ASCE
    Abstract: According to the physical causality principle, the two components of complex modulus are not independent yet interrelated to each other via Kramers-Kronig relationships. Using two mathematical functions to predict ...
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