THE FATIGUE DURABILITY OF THE MODIFIED ASPHALT CONCRETE UNDER THE EFFECT OF INTENSIVE TRAFFIC LOADS

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Transport Problems

Silesian University of Technology

Subject: Economics, Transportation, Transportation Science & Technology

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VOLUME 11 , ISSUE 2 (June 2016) > List of articles

THE FATIGUE DURABILITY OF THE MODIFIED ASPHALT CONCRETE UNDER THE EFFECT OF INTENSIVE TRAFFIC LOADS

Yuri KALGIN * / Alexander STROKIN

Keywords : asphalt concrete, the modifier, modifying agent, rubber, thermoelastolayer

Citation Information : Transport Problems. Volume 11, Issue 2, Pages 51-59, DOI: https://doi.org/10.20858/tp.2016.11.2.5

License : (CC BY-SA 4.0)

Received Date : 11-March-2015 / Accepted: 13-May-2016 / Published Online: 02-February-2017

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ABSTRACT

Summary. The problem of prediction of the service life of asphalt concrete surface constructed with modified asphalt concrete application onto a traffic lane is examined. Asphalt concrete behaviour in road surface under the traffic loads was analysed. There were shown The results of experiments and their mathematical analysis of the assessment of standard and modified cold asphalt concrete fatigue life on road surface were shown. The service life of an asphalt concrete surface covered with standard and modified cold asphalt concrete is examined. The prediction has been received with an account of stress relaxation processes in asphalt concrete pavement and unevenness of traffic load application.

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