2020
DOI: 10.1016/j.conbuildmat.2020.119662
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Microstructure analysis and mechanical performance of crumb rubber modified asphalt concrete using the dry process

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Cited by 61 publications
(20 citation statements)
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“…From the environmental stand point, this alternative has been seen to be attractive, yet, it has not been extensively adopted because its implications on road life cycle cost and performance have not been conclusively established (Ganiron, 2014). The two different techniques adopted in incorporating these wastes are: 1) the wet process and 2) the dry process (Rodríguez-Fern andez et al, 2020;Tahami et al, 2019). In the wet process, CR play the role of a binder modifier, whereas in the dry process, CR and/or granulated rubber is utilized in the replacement of the fines (Sun et al, 2020).…”
Section: Waste Rubber Tire Utilizationmentioning
confidence: 99%
“…From the environmental stand point, this alternative has been seen to be attractive, yet, it has not been extensively adopted because its implications on road life cycle cost and performance have not been conclusively established (Ganiron, 2014). The two different techniques adopted in incorporating these wastes are: 1) the wet process and 2) the dry process (Rodríguez-Fern andez et al, 2020;Tahami et al, 2019). In the wet process, CR play the role of a binder modifier, whereas in the dry process, CR and/or granulated rubber is utilized in the replacement of the fines (Sun et al, 2020).…”
Section: Waste Rubber Tire Utilizationmentioning
confidence: 99%
“…Further, the water in the air-water film attached to the rubber particles was found to participate in the hydration reaction with the cementitious materials, thereby contributing towards the optimization of the pore structure of the concrete [41]. Moreover, the random distribution of the hybrid fibers in the cement matrix effectively reduces the penetrating cracks before they harden, preventing the formation of communication pores.…”
Section: Mesostructure Analysismentioning
confidence: 99%
“…Then, the preheated binder (160 • C) was added and mixed with the aggregates and CR for another 2 min. The loose mixture was then placed in the oven at 165 • C for 120 min (conditioning time) [33]. Afterwards, cylindrical samples were produced by Marshall compaction at 155 • C.…”
Section: Asphalt Mixture Preparation and Aging Proceduresmentioning
confidence: 99%
“…In order to assess the performance of the different asphalt mixtures, a developed experimental protocol [33] was selected. The laboratory tests carried out were as follows:…”
Section: Characterization Testsmentioning
confidence: 99%