2016
DOI: 10.14445/22315381/ijett-v37p259
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Optimum Mix Proportioning of High Strength Self Compacting Concrete

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Cited by 5 publications
(2 citation statements)
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“…The fine and coarse aggregate content were adjusting so that the fine aggregate is about (50-60) % of the total aggregate with or without viscosity modifying agent, when using superplasticizer the water content was reduced, the coarse aggregate size was controlled the results of L-Box so that when the size of aggregate was greater the flowability was less through the heavy reinforcement. Indu and Elangovan [33] in the paper used SYSTAT software to find out an optimum proportional mix of self compacted concrete with high strength for different grades (30MPa -80MPa). Several trial mixes were adopted including Fly Ash as mineral admixtures.…”
Section: Secondmentioning
confidence: 99%
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“…The fine and coarse aggregate content were adjusting so that the fine aggregate is about (50-60) % of the total aggregate with or without viscosity modifying agent, when using superplasticizer the water content was reduced, the coarse aggregate size was controlled the results of L-Box so that when the size of aggregate was greater the flowability was less through the heavy reinforcement. Indu and Elangovan [33] in the paper used SYSTAT software to find out an optimum proportional mix of self compacted concrete with high strength for different grades (30MPa -80MPa). Several trial mixes were adopted including Fly Ash as mineral admixtures.…”
Section: Secondmentioning
confidence: 99%
“…The fine and coarse aggregate contents were adjusted, the fine aggregate is about (50-60) % of the total aggregate with or without viscosity modifying agent when using superplasticizer the water content was reduced. Indu and Elangovan [33], 2016…”
Section: Dinakar and Manumentioning
confidence: 99%