2015
DOI: 10.1016/j.conbuildmat.2015.03.112
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Physical, chemical and mineralogical properties of fine recycled aggregates made from concrete waste

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Cited by 218 publications
(98 citation statements)
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“…Compared to the values of bond-slip curve of steel bar with 5d bond length in manufactured sand concrete [46], the values of τ s /f t,0 , τ cr /f t,0 and τ u /f t,0 presented in Table 8 are larger while those of s s , s cr and s u are lower. This presents a better bond property of deformed steel bar to aRAC, due to the enhancement of the secondary hydration of cement grains composited in fine RCA on the interface between deformed steel bar and aRAC [20,21]. Similar test results have been reported for the bond strength between deformed steel bar and RAC [26,31].…”
Section: Modeling Of Bond-slip Relationshipsupporting
confidence: 72%
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“…Compared to the values of bond-slip curve of steel bar with 5d bond length in manufactured sand concrete [46], the values of τ s /f t,0 , τ cr /f t,0 and τ u /f t,0 presented in Table 8 are larger while those of s s , s cr and s u are lower. This presents a better bond property of deformed steel bar to aRAC, due to the enhancement of the secondary hydration of cement grains composited in fine RCA on the interface between deformed steel bar and aRAC [20,21]. Similar test results have been reported for the bond strength between deformed steel bar and RAC [26,31].…”
Section: Modeling Of Bond-slip Relationshipsupporting
confidence: 72%
“…Meanwhile, compared with natural sand, fine RCA has very different characteristics such as angular and irregular particles, high mortar contents, non-uniform morphology for containing a mixture of C-S-H and CH formations, and low density and high water absorption as result of the heterogeneous nature of natural aggregate and cement paste. These characteristics of fine RCA lead to the much complexity and variations in mix proportion, workability, mechanical properties and durability of RAC [3,4,20,21]. Based on the reviews of current researches, the production of full-recycled-aggregate concrete (aRAC) made of 100% coarse and fine recycled aggregates is a new approach to improve the efficiency of reusing all recycled products of waste concrete [22,23].…”
Section: Introductionmentioning
confidence: 99%
“…During this grinding process, the Ca(OH) 2 is released from the cement paste and is exposed directly to the CO 2 in the air, therefore part of the CaCO 3 detected in the diffractogram belongs to the carbonate generated after the grinding necessary for the powder diffraction technique. Mymrin et al [21], mentioned that the peaks of portlandite Ca(OH) 2 became lower than the detection limit of the XRD method (approximately 5%), in the same way, Evangelista et al [14] indicated that concrete waste presents low Ca(OH) 2 amounts (below 2.6 wt %).…”
Section: Minerals Of the Adhered Cement Pastementioning
confidence: 96%
“…Curiously, plant-recycled sand presented a higher content of fine particles (<75 µ) than laboratory-recycled sand, which contradicts the argument that when the quality of the demolished concrete is high, the recycled aggregates will be larger and more resistant due to the resistance of adhered material. However, the plant-processed sands underwent a more complex grinding and sieving process entailing higher fragmentation as a result of agitation and transportation [14], as opposed to laboratory sands, which were crushed in a single cycle and sieved by hand.…”
Section: Mineralogical Compositionmentioning
confidence: 99%
“…Los agregados fueron reemplazados en su totalidad por residuos cerámicos para evitar el uso de agregados naturales y demostrar la eficiencia del uso de materiales alternos [27]. Las placas fueron fabricadas con una perforación central, que se utilizó posteriormente para brindarle estabilidad vertical al montaje en el fondo marino a través de un accesorio de madera (Fig.…”
Section: Fabricación De Las Muestrasunclassified