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Experimental Investigation on Rubberized Concrete Mixed Proportion Design
The rubber powder, mesh 20,40,60 and 80, were mixed into comparison plain concrete by the volume contents of 50,75,100 and 125 L/m3 of the aggregates, to make rubberized concrete. The specimen compressive strength is examined. The influence of rubber granule sizes, volumetric contents and the substitution pattern to the concrete strength is investigated. The results indicate that the rules of rubberized concrete must be considered when designed the mixed proportion with traditional volumetric method.
Experimental Investigation on Rubberized Concrete Mixed Proportion Design
The rubber powder, mesh 20,40,60 and 80, were mixed into comparison plain concrete by the volume contents of 50,75,100 and 125 L/m3 of the aggregates, to make rubberized concrete. The specimen compressive strength is examined. The influence of rubber granule sizes, volumetric contents and the substitution pattern to the concrete strength is investigated. The results indicate that the rules of rubberized concrete must be considered when designed the mixed proportion with traditional volumetric method.
Experimental Investigation on Rubberized Concrete Mixed Proportion Design
Advanced Materials Research ; 399-401 ; 385-389
2011-11-22
5 pages
Article (Journal)
Electronic Resource
English
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