2020
DOI: 10.1016/j.conbuildmat.2020.118998
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Performance of self-compacting mortars with granite sludge as aggregate

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Cited by 27 publications
(12 citation statements)
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“…For normal water at 1 d, the main phases found were quartz (05-0490) [ 62 ], calcite (05-0586) [ 62 ], dolomite (11-0078), albite (10-0393) [ 85 ], and microline (19-0926) [ 84 ], which agrees with the fundamental composition of NA in Figure 2 . Hatrurite (86-0402) [ 62 ], larnite (33-0302) [ 62 ] from the cement used ( Figure 2 ), portlandite (44-1481) [ 62 ], and ettringite (37-1479) [ 62 ] from the reaction products of Ordinary Portland cement (OPC) [ 87 , 88 ] were also observed. Comparing the phases found using normal or carbonated water as kneading water, a sharp decrease of the phases hatrurite and larnite were observed (Inset Figure 6 labelled “C 3 S and C 2 S”, red colour “1 day normal water”, purple colour “1 day carbonated water”).…”
Section: Resultsmentioning
confidence: 99%
“…For normal water at 1 d, the main phases found were quartz (05-0490) [ 62 ], calcite (05-0586) [ 62 ], dolomite (11-0078), albite (10-0393) [ 85 ], and microline (19-0926) [ 84 ], which agrees with the fundamental composition of NA in Figure 2 . Hatrurite (86-0402) [ 62 ], larnite (33-0302) [ 62 ] from the cement used ( Figure 2 ), portlandite (44-1481) [ 62 ], and ettringite (37-1479) [ 62 ] from the reaction products of Ordinary Portland cement (OPC) [ 87 , 88 ] were also observed. Comparing the phases found using normal or carbonated water as kneading water, a sharp decrease of the phases hatrurite and larnite were observed (Inset Figure 6 labelled “C 3 S and C 2 S”, red colour “1 day normal water”, purple colour “1 day carbonated water”).…”
Section: Resultsmentioning
confidence: 99%
“…Lozano-Lunar et al studied self-compacting properties in SCM, replacing siliceous filler with two types of wastes: granite sludge and electric arc furnace dust as filler, and concluded that when there was an increase in the substitution percentage of both wastes, Rm and Gm values decreased. This behaviour was also attributed to the surface texture and particle size distribution, and the Sp/p ratio had to be increased [ 19 , 59 ]. Benabed et al [ 60 ] and Bosiljko et al [ 61 ] studied self-compactability properties when substituting limestone filler with sand and Portland cement, respectively.…”
Section: Resultsmentioning
confidence: 99%
“…The most important characteristic of this is that it flows by the action of its own weight, without the need for vibration energy or any other method of compaction. SCM requires a greater number of fines and the incorporation of superplasticising additives compared to conventional ones, which makes it confer high fluidity properties, giving rise to a finer microstructure, better durability and mechanical properties [ 19 , 20 ]. Because the demand in the use of building materials is increasingly high due to urban growth and the industrial sector, it is necessary to look for sustainable alternatives, both to avoid problems related to the consumption of natural resources and environmental pollution.…”
Section: Introductionmentioning
confidence: 99%
“…Study of the effects of superplasticizer and silica fume on the fresh and mechanical properties of self-compacting mortars [24]. Lozano-Lunar et al [25] evaluated the replacement of conventional fine aggregate (natural sand) with granite sludge as an alternative for SCM production.…”
Section: Self-compacting Concrete and Sustainabilitymentioning
confidence: 99%