Chapter
Jul 21, 2014
Poisson's Ratio of Hot Asphalt Mixtures Determined by Relaxation and Small Amplitude Oscillation Tests
Authors: Josef Zak [email protected], Jiri Stastna [email protected], Jiri Vavricka [email protected], Kristyna Milackova [email protected], Lukas Kasek [email protected], and Ludo Zanzotto [email protected]Author Affiliations
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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Published online: Jul 21, 2014
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ASCE Technical Topics:
- Asphalts
- Continuum mechanics
- Design (by type)
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Highway and road design
- Linear functions
- Material mechanics
- Material properties
- Materials characterization
- Materials engineering
- Mathematical functions
- Mathematics
- Mixtures
- Motion (dynamics)
- Oscillations
- Pavement design
- Poisson ratio
- Relaxation (mechanics)
- Sight distances
- Solid mechanics
- Strain
- Stress (by type)
- Structural analysis
- Structural engineering
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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]
University of Calgary, Department of Civil Engineering, Schulich School of Engineering, 2500 University Drive NW, Calgary, T2N 1N4, Alberta, Canada.E-mail: [email protected]
CTU in Prague, Faculty of Civil Engineering, Department of Road Structures, Thakurova 7, Prague, 166 29, Czech Republic.E-mail: [email protected]
CTU in Prague, Faculty of Civil Engineering, Department of Road Structures, Thakurova 7, Prague, 166 29, Czech Republic.E-mail: [email protected]
CTU in Prague, Faculty of Civil Engineering, Department of Road Structures, Thakurova 7, Prague, 166 29, Czech Republic.E-mail: [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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