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contributor authorDiego Ramirez Cardona
contributor authorSimon Pouget
contributor authorHervé Di Benedetto
contributor authorFrançois Olard
date accessioned2022-02-01T21:40:29Z
date available2022-02-01T21:40:29Z
date issued12/1/2021
identifier otherJPEODX.0000291.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271821
description abstractThis paper focuses on the influence of air void content and loading frequency on the fatigue resistance properties of bituminous mixtures. Fatigue tension–compression tests were carried out on cylindrical samples of three different mixtures. The analysis considers two approaches for defining fatigue resistance. The first, and commonly used, expresses the fatigue resistance in terms of the parameter ε6, defined as the strain level to achieve the failure after a million loading cycles. The second approach is based on a characteristic value of the material damage at the failure. This value considers only the damage due to the fatigue phenomena, and it is considered as an intrinsic characteristic of the material. This approach was developed at the ENTPE/University of Lyon. The energy dissipation of the samples during the tests is also analyzed. From a conventional analysis approach, tension–compression fatigue test results were found to be dependent on void content and on loading frequency. However, the characteristic corrected damage value at the failure of the materials was found to be independent of such parameters.
publisherASCE
titleInfluence of Air Void Content and Loading Frequency on Fatigue Test Results of Bituminous Mixtures
typeJournal Paper
journal volume147
journal issue4
journal titleJournal of Transportation Engineering, Part B: Pavements
identifier doi10.1061/JPEODX.0000291
journal fristpage04021059-1
journal lastpage04021059-10
page10
treeJournal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 004
contenttypeFulltext


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