2024
DOI: 10.1016/j.conbuildmat.2024.135930
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Experimental investigation on mechanical properties of sustainable roller compacted concrete pavement (RCCP) containing waste rubbers as alternative aggregates

Ömer Faruk Keleş,
Osman Ünsal Bayrak,
Halim Ferit Bayata
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Cited by 4 publications
(17 citation statements)
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“…The bestoptimized strength achieved in the NC rubberized concrete was at 25% coarse aggregate replacement [24][25][26][27][28][29], while for SCC 10 percent of total aggregate volume showed the best performance . Finally, the RCC rubberized concrete showed optimized compressive strength at 10% fine aggregate replacement by crumb rubber [65,74].…”
Section: Methodsmentioning
confidence: 98%
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“…The bestoptimized strength achieved in the NC rubberized concrete was at 25% coarse aggregate replacement [24][25][26][27][28][29], while for SCC 10 percent of total aggregate volume showed the best performance . Finally, the RCC rubberized concrete showed optimized compressive strength at 10% fine aggregate replacement by crumb rubber [65,74].…”
Section: Methodsmentioning
confidence: 98%
“…As the crumb rubber size decreased, the surface area that covered the crumb rubber by cement area increased, and thus, the weakening of ITZ was higher and more pronounced. This is because the optimum amount of replacement in the case of SCC is 10% for fine aggregate, not higher than 10% (see Figures 11,21,and 14 in [55,65,67]). On the contrary, the RCC showed scatter behavior when fine aggregate was replaced by crumb rubber [65][66][67][68][69][70][71][72][73][74].…”
Section: Compressive Strengthmentioning
confidence: 99%
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