Chapter
Jul 21, 2014

Poisson's Ratio of Hot Asphalt Mixtures Determined by Relaxation and Small Amplitude Oscillation Tests

Publication: Design, Analysis, and Asphalt Material Characterization for Road and Airfield Pavements

Abstract

One of the basic material characteristics of solids is Poisson's ratio. Its exact knowledge, including its dependence on time, allows us to model the effect of load, with given boundary conditions, on the behavior of material under consideration. Poisson's ratio, or rather the relationship between the longitudinal and transverse strain, has an important implication in engineering mechanical applications (assessment of pavement structure performance). Currently, Poisson's ratio usually is used as a constant, based on an incorrect assumption that a hot-asphalt mix (HMA) is a linear elastic material. This paper reports Poisson's ratio as a function of time determined from the relaxation and small amplitude oscillation tests on cylindrical specimens. An HMA is considered homogeneous isotropic material, and linear theory of viscoelasticity is applied for the experimental determination of the lateral contraction ratio.

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Go to Design, Analysis, and Asphalt Material Characterization for Road and Airfield Pavements
Design, Analysis, and Asphalt Material Characterization for Road and Airfield Pavements
Pages: 49 - 58

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Published online: Jul 21, 2014

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CTU in Prague, Faculty of Civil Engineering, Department of Road Structures, Thakurova 7, Prague, 166 29, Czech Republic.E-mail: [email protected]
Jiri Stastna [email protected]
University of Calgary, Department of Civil Engineering, Schulich School of Engineering, 2500 University Drive NW, Calgary, T2N 1N4, Alberta, Canada.E-mail: [email protected]
Jiri Vavricka [email protected]
CTU in Prague, Faculty of Civil Engineering, Department of Road Structures, Thakurova 7, Prague, 166 29, Czech Republic.E-mail: [email protected]
Kristyna Milackova [email protected]
CTU in Prague, Faculty of Civil Engineering, Department of Road Structures, Thakurova 7, Prague, 166 29, Czech Republic.E-mail: [email protected]
Lukas Kasek [email protected]
CTU in Prague, Faculty of Civil Engineering, Department of Road Structures, Thakurova 7, Prague, 166 29, Czech Republic.E-mail: [email protected]
Ludo Zanzotto [email protected]
University of Calgary, Department of Civil Engineering, Schulich School of Engineering, 2500 University Drive NW, Calgary, T2N 1N4, Alberta, Canada.E-mail: [email protected]

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