Investigations of Fatigue of Asphalt Layers with Geosynthetics
Auteur(s): |
P. Zieliński
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Archives of Civil Engineering, juin 2013, n. 2, v. 59 |
Page(s): | 247-263 |
DOI: | 10.2478/ace-2013-0013 |
Abstrait: |
This paper presents the results of an extensive investigation of asphalt concrete beams with geosynthetics interlayer. The subject of the research is an evaluation of influence of geosynthetics interlayer applied to bituminous samples on their fatigue life. The results of the tests evidences that when geosynthetics are used, the fatigue life depends mainly on the type of bituminous mixture, the type of geosynthetics, and the type and the amount of bitumen used for saturation and sticking. The amount of bitumen used to saturate and fix the geosynthetic significantly changes the samples fatigue properties. Essential positive correlation between fatigue and parameters of interlayer bonding (shear strength, shear stiffness) occurs in both testing temperatures. |
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25.11.2020 - Modifié(e) le:
25.11.2020