2007
DOI: 10.1016/j.cemconres.2007.03.009
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Comparison of natural and manufactured fine aggregates in cement mortars

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Cited by 163 publications
(42 citation statements)
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“…CS cement mortar was obtained with 28% lower sorptivity, 23% higher strength and a considerably more inelastic deformation response compared to NS cement mortar at the same W/C ratio of 0.4. [17] It is obvious that the increase in W/C ratio resulted in a reduction of the compressive strength of concrete. Gonçalves et al [17] observed that this reduction was lower for the case of mortar mixtures using natural fines aggregates, being equal to 26%, and higher for mortar mixtures using manufactured fines aggregates (32%).…”
Section: Introductionmentioning
confidence: 98%
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“…CS cement mortar was obtained with 28% lower sorptivity, 23% higher strength and a considerably more inelastic deformation response compared to NS cement mortar at the same W/C ratio of 0.4. [17] It is obvious that the increase in W/C ratio resulted in a reduction of the compressive strength of concrete. Gonçalves et al [17] observed that this reduction was lower for the case of mortar mixtures using natural fines aggregates, being equal to 26%, and higher for mortar mixtures using manufactured fines aggregates (32%).…”
Section: Introductionmentioning
confidence: 98%
“…[17] It is obvious that the increase in W/C ratio resulted in a reduction of the compressive strength of concrete. Gonçalves et al [17] observed that this reduction was lower for the case of mortar mixtures using natural fines aggregates, being equal to 26%, and higher for mortar mixtures using manufactured fines aggregates (32%). In the same way, the results, presented by Yahia et al [18] showed that for a given W/C, the addition of limestone filler in cement mortar within a certain range did not affect fluidity.…”
Section: Introductionmentioning
confidence: 98%
“…Aggregates have remarkable effect on both rheological and mechanical properties of mortar and concrete. The properties of mortars and concrete in the fresh state can be influenced markedly by their specific gravity, particle size distribution, shape and surface texture of the aggregates [23]. Benabeda et al [24] investigated the influence of the different type of fine aggregate on concrete properties.…”
Section: Introductionmentioning
confidence: 99%
“…[10][11][12][13][14][15][16][17] The processed CRF is called manufactured sand (MS) to distinguish it from natural sand and ordinary CRF. [10][11][12][13][14][15][16][17] The processed CRF is called manufactured sand (MS) to distinguish it from natural sand and ordinary CRF.…”
Section: Introductionmentioning
confidence: 99%