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Deformation Parameters and Fatigue of the Recycled Asphalt Mixtures Cover

Deformation Parameters and Fatigue of the Recycled Asphalt Mixtures

By: Juraj Šrámek  
Open Access
|Dec 2015

Abstract

The deformational properties of asphalt mixtures measured by dynamic methods and fatigue allow a design the road to suit the expected traffic load. Quality of mixtures is also expressed by the resistance to permanent deformation. Complex modulus of stiffness and fatigue can reliably characterize the proposed mixture of asphalt pavement. The complex modulus (E*) measurement of asphalt mixtures are carried out in laboratory of Department of Construction Management at University of Žilina by two-point bending test method on trapezoid-shaped samples. Today, the fatigue is verified on trapezoid-shaped samples and is assessed by proportional strain at 1 million cycles (ε6). The test equipment and software is used to evaluate fatigue and deformation characteristics.

DOI: https://doi.org/10.1515/cee-2015-0015 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
Language: English
Page range: 115 - 120
Published on: Dec 12, 2015
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2015 Juraj Šrámek, published by University of Žilina
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.