2015
DOI: 10.1080/10298436.2015.1095895
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Reconsideration of the fatigue tests for asphalt mixtures and binders containing high percentage RAP

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Cited by 18 publications
(6 citation statements)
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“…Fatigue tests for different gradations and different mixture components were conducted, based on the stress-controlled and the strain-controlled mode, respectively [10][11][12]. Results indicated that, in the strain-controlled mode, fatigue life increases as the initial modulus decreases.…”
Section: Introductionmentioning
confidence: 99%
“…Fatigue tests for different gradations and different mixture components were conducted, based on the stress-controlled and the strain-controlled mode, respectively [10][11][12]. Results indicated that, in the strain-controlled mode, fatigue life increases as the initial modulus decreases.…”
Section: Introductionmentioning
confidence: 99%
“…[31] It is concluded that the greater the RAP content, the material has higher rigidity and thus the pavement stress duration is reduced. [32] Determined that the upper proportions of RAP shaped a faster exhaustion poverty. [33] Proved that the tasting looked into the influence of RAP on the modulus of asphalt mixes and found that a lower RAP content had no influence on the volumetric properties or efficiency of the mix.…”
Section: Full Depth Reclamationmentioning
confidence: 99%
“…Studies have shown that HMA will become stiffer and more brittle with higher RAP content because aged binder exists in the mixture. Aged binder can improve the permanent deformation resistance, but also has a negative effect on the fatigue resistance of pavement [8]. To mitigate stiffness and improve fatigue cracking resistance, rejuvenating agent (RA) is commonly used in HMA with high RAP content [9].…”
Section: Introductionmentioning
confidence: 99%