2020
DOI: 10.1016/j.matpr.2019.12.041
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Review on the flexural properties of fiber reinforced self compacting concrete by the addition of M-sand

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Cited by 3 publications
(2 citation statements)
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“…For these two arrangements of concrete specimens that were taken, one set of concrete models was made with red soil as a fractional swap for river sand and another set containing red soil as a partial substitution for M-Sand, for aged 28 days and permitted to dry for one day. At that point, specimens were dunked [36][37][38][39][40]. Following a time of 28 days, the specimens were taken and dried out.…”
Section: Properties Of Finementioning
confidence: 99%
“…For these two arrangements of concrete specimens that were taken, one set of concrete models was made with red soil as a fractional swap for river sand and another set containing red soil as a partial substitution for M-Sand, for aged 28 days and permitted to dry for one day. At that point, specimens were dunked [36][37][38][39][40]. Following a time of 28 days, the specimens were taken and dried out.…”
Section: Properties Of Finementioning
confidence: 99%
“…In the study described in Ramesh et al [10], different rates of steel fibres (0.3, 0.6, 0.9, 1.2%) had been used in self-compacting concrete mixtures to measure the effects of the fibres for the mixtures, to study the workability and the strength properties. According to the results, the flexural and break tensile strength improved for the 7th day in case of SCC incorporation and steel fibres compared to the control concrete (with no steel fibres), but the improvement was not considerable.…”
Section: Steel Fibre In Self-compacting Concrete (Scc)mentioning
confidence: 99%