A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Models for predicting the density and compressive strength of rubberized concrete pavement blocks
Highlights A model was developed to predict the compressive strength of Rubberized concrete pavement blocks. A model was developed to predict the density of Rubberized concrete pavement blocks. Water–cement ratio was found to have significant effect in predicting the density of concrete pavement blocks. Rubber content was found to have significant effect in predicting the density of concrete pavement blocks.
Abstract The influence of rubber content within the range of 0–60% as the replacement for sand volume and water cement (W/C) ratio of (0.20–0.35) on the density and compressive strength of concrete pavement blocks (CPBs) was investigated. All the mixtures were proportioned with a fixed aggregate/cement ratio of 5.25. Based on the experimental results, the density and transformed compressive strength for rubberized concrete pavement blocks (RCPBs) were calculated by considering the dependent factors of rubber content and W/C ratio. Models derived based on the results from experimental work are proposed to predict the density and compressive strength of RCPBs.
Models for predicting the density and compressive strength of rubberized concrete pavement blocks
Highlights A model was developed to predict the compressive strength of Rubberized concrete pavement blocks. A model was developed to predict the density of Rubberized concrete pavement blocks. Water–cement ratio was found to have significant effect in predicting the density of concrete pavement blocks. Rubber content was found to have significant effect in predicting the density of concrete pavement blocks.
Abstract The influence of rubber content within the range of 0–60% as the replacement for sand volume and water cement (W/C) ratio of (0.20–0.35) on the density and compressive strength of concrete pavement blocks (CPBs) was investigated. All the mixtures were proportioned with a fixed aggregate/cement ratio of 5.25. Based on the experimental results, the density and transformed compressive strength for rubberized concrete pavement blocks (RCPBs) were calculated by considering the dependent factors of rubber content and W/C ratio. Models derived based on the results from experimental work are proposed to predict the density and compressive strength of RCPBs.
Models for predicting the density and compressive strength of rubberized concrete pavement blocks
Ohemeng, Eric Ababio (author) / Yalley, Peter Paa-Kofi (author)
Construction and Building Materials ; 47 ; 656-661
2013-05-04
6 pages
Article (Journal)
Electronic Resource
English
Models for predicting the density and compressive strength of rubberized concrete pavement blocks
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Models for predicting the density and compressive strength of rubberized concrete pavement blocks
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