Chapter
Apr 26, 2012

Analysis of Nonlinear Viscoelastic Properties of Asphalt Mixtures

Publication: Analysis of Asphalt Pavement Materials and Systems: Engineering Methods

Abstract

This study presents characterization of the nonlinear viscoelastic behavior of hot mix asphalt (HMA) at different temperatures and strain levels using the Schapery nonlinear viscoelastic model. This model is employed to describe experimental measurements of two asphalt mixes under several combined temperatures and strain levels. The master curve is created for each strain level using time temperature superposition principle (TTSP) with a reference temperature of 40°C. The measurements at strain levels higher than 0.01% are used to determine the nonlinear viscoelastic parameters in the model. The FE model with the calibrated time-dependent and nonlinear material parameters is used to simulate the creep experimental tests, and good predictions are shown.

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Go to Analysis of Asphalt Pavement Materials and Systems
Analysis of Asphalt Pavement Materials and Systems: Engineering Methods
Pages: 64 - 72

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Published online: Apr 26, 2012

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Chien-Wei Huang [email protected]
Graduate Research Assistant, Department of Civil Engineering, Texas A&M University, College Station, TX 77845-3136,. E-mail: [email protected]
Associate Professor, Department of Civil Engineering, Texas A&M University, College Station, TX 77845-3136. E-mail: [email protected]
Anastasia H. Muliana [email protected]
Assistant Professor, Department of Mechanical Engineering, Texas A&M University, College Station, TX 77845-3123. E-mail: [email protected]
Hussain Bahia [email protected]
Professor, Department of Civil Engineering, University of Wisconsin-Madison, Madison, WI 53706-1691,. E-mail: [email protected]

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