1997
DOI: 10.1080/10916469708949669
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Investigation of the Curing Variables of Asphalt-Rubber Binder

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Cited by 46 publications
(33 citation statements)
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“…Therefore, scrap tire rubber (crumb rubber, CR) has been widely studied primarily due to its abundance and environmental protection. Asphalt modified by crumb rubber is an important approach to alleviating this problem and significantly save asphalt road production cost and hence has attracted worldwide attention (Heitzman, 1992;Billiter, Chun, et al, 1997) for over two decades. Compared to conventional road surfaces, those made from crumb rubbermodified asphalt (designated as CRMA) have a longer service life, with 50-70% decrease in noise level.…”
Section: Introductionmentioning
confidence: 99%
“…Therefore, scrap tire rubber (crumb rubber, CR) has been widely studied primarily due to its abundance and environmental protection. Asphalt modified by crumb rubber is an important approach to alleviating this problem and significantly save asphalt road production cost and hence has attracted worldwide attention (Heitzman, 1992;Billiter, Chun, et al, 1997) for over two decades. Compared to conventional road surfaces, those made from crumb rubbermodified asphalt (designated as CRMA) have a longer service life, with 50-70% decrease in noise level.…”
Section: Introductionmentioning
confidence: 99%
“…Molecular weight of asphalt has a major role in controlling the behavior between asphalt and CRM; lower molecular weight asphalt interacts readily with CRM, where the lighter asphalt components penetrate into the CRM; such interaction may result, however, in deterioration of the colloidal stability of asphalt leading to coagulation of asphaltenes [12]. Vulcanized rubber can be devulcanized and depolymerized in asphalt under the effect of high temperature shear; this increases when asphalt is rich in aromatics [13].…”
Section: Journal Of Materialsmentioning
confidence: 99%
“…As reported elsewhere (Billiter et al, 1997;Navarro et al, 2005Navarro et al, , 2007, at a processing temperature of 180°C, only 4% of the structural network of the rubber added was dissolved or disintegrated during sample digestion. Hence, the mechanical properties of the modified bitumen are mainly influenced by the remaining particles of rubber and, to a lesser extent, by the dissolved/ dispersed fraction, and also by the bituminous phase.…”
Section: Mp1mentioning
confidence: 64%