2015
DOI: 10.12989/sem.2015.53.6.1241
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Effect of marble waste fines on rheological and hardened properties of sand concrete

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Cited by 14 publications
(10 citation statements)
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“…These results are consistent with those obtained by L贸pez et al (2007) [32] and unlike those obtained by Alves et al (2014) [16]. The introduction of MS as a partial substitution of DS increased the reference concrete density up to a maximum value of 2.40 g/cm 3 for concrete at a 20% substitution rate, this increase can be explained by high density of MS in comparison to DS (Djebien et al 2015) [33]. For formulation SCWS-C, an increase in the CS substitution rate causes a decrease in density up to 2.32 g/cm 3 ( Fig.…”
Section: Resultssupporting
confidence: 89%
See 1 more Smart Citation
“…These results are consistent with those obtained by L贸pez et al (2007) [32] and unlike those obtained by Alves et al (2014) [16]. The introduction of MS as a partial substitution of DS increased the reference concrete density up to a maximum value of 2.40 g/cm 3 for concrete at a 20% substitution rate, this increase can be explained by high density of MS in comparison to DS (Djebien et al 2015) [33]. For formulation SCWS-C, an increase in the CS substitution rate causes a decrease in density up to 2.32 g/cm 3 ( Fig.…”
Section: Resultssupporting
confidence: 89%
“…(2018) [35]. The decrease in entrapped air content for formulation SCWS-10M is due to the improvement in segregation resistance capacity of marble waste sand [36,33]. However, a decrease in the occluded air content as a function of the increase in CS waste rate can be explained by a higher fine content which contributes to reducing the porosity of concrete.…”
Section: Air Contentmentioning
confidence: 99%
“…The volume of occluded air decreases slightly from 7.4% for the reference mortar to 4.8% for the mortar incorporating 15% of marble waste sand. The significant reduction in the volume of air entrained in composite mortars of marble waste sand is related to the increase in the compactness of the mixtures following the substitution of natural sand by marble waste sand [11]. At early ages (2 and 7 days), and through Figure 10, the compressive strengths of mortars based on marble waste sand presented higher strength than that of control mortar, except for mortar with 5%.…”
Section: Air Contentmentioning
confidence: 96%
“…Capillary and immersion absorption are reduced to a rate of 10%. When Djebien et al [11] used marble waste fines from the Fil-fila quarry which partially replaced limestone fines in sand concrete, they found an improvement in the properties in the fresh and hardened state as a function of the increase in the rate of fines. This paper, presents an experimental study to evaluate the effect of marble waste on the properties of sand concretes in order to specify its fields of application and define the data necessary for the sizing criteria.…”
Section: Introductionmentioning
confidence: 99%