2013
DOI: 10.1016/j.conbuildmat.2013.06.071
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A novel use of calcium aluminate cements for recycling waste foundry sand (WFS)

Abstract: The recycling of WFS in calcium aluminate cement mortars at high level of replacement (50%) was studied. Consistency and setting time were measured in fresh mortars. Two different curing conditions were used, the second one with the aim of enhancing the formation of stable cubic calcium aluminate hydrates. Compressive strength, pore size distribution and SEM examination were carried out to assess the effectiveness of CAC matrix in the recycling of WFS. The effect of the incorporation of a polymeric admixture -… Show more

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Cited by 28 publications
(9 citation statements)
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“…5a and 5e), with cracked surfaces and with several well identified compounds, such as hexagonal plate-like crystals of C 2 AH 8 metastable calcium aluminates [30] (Fig. 5b), in good agreement with the XRD results.…”
Section: Effect Of the Tio 2 On The Properties Of Cac Mortarssupporting
confidence: 75%
“…5a and 5e), with cracked surfaces and with several well identified compounds, such as hexagonal plate-like crystals of C 2 AH 8 metastable calcium aluminates [30] (Fig. 5b), in good agreement with the XRD results.…”
Section: Effect Of the Tio 2 On The Properties Of Cac Mortarssupporting
confidence: 75%
“…It can be observed that the NS mixes developed the highest flowability for a same type of binder, which was followed by the GS and FS mixes, respectively. The lower flow of GS and FS mixes compared with NS mixes agrees with past research on cement‐based mortars 18,25,29,30 and concretes 9,10,31,32 . The lower flow of the GS mixes compared with that of the NS mixes is due to the somewhat smaller size and higher angularity of GS particles than those of NS particles, which leads to forming thicker water layers and lower interparticle friction in NS mixes, as pointed to in Section 3.4.1.…”
Section: Test Results and Observationssupporting
confidence: 87%
“…A standard siliceous sand (from IETCC) was used as aggregate (particle size < 2 mm). The granulometric distribution of this sand has been published elsewhere (Navarro-Blasco et al 2013) and is also available on the website of the Eduardo Torroja Instituto de Ciencias de la Construcción (https://www.ietcc.csic.es/en/arena-normalizada/). Fresh mortars were moulded into cylindrical containers (diameter 3 cm) and, after hardening of 90 days at 20ºC and 60% RH, slices of 1 cm of thickness were obtained as substrates to apply the coatings.…”
Section: Methodsmentioning
confidence: 99%