2018
DOI: 10.1016/j.conbuildmat.2018.01.071
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Geopolymeric concretes based on fly ash with high unburned content

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Cited by 18 publications
(10 citation statements)
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“…Taking into account the results of isothermal calorimetry, setting time and compressive strength, the hybrid cement could be classified, according to ASTM C1157 and NTC 121, as a low heat of hydration cement (LH type) as can be corroborated in Table 5. In accordance with the results reported by Robayo et al [24] and Valencia-Saavedra et al [19], using other precursors, the hybrid concrete showed a high level of workability, associated with a high fluidity (24 cm settlement) (Figure 10a), without the presence of segregation phenomena (Figure 10b) due to the adequate cohesiveness of the mixture, mainly promoted by the presence of sodium silicate. Additionally, the modulus of rupture (MR) of the material was determined by means of the flexural strength test.…”
Section: Reaction Kinetics Of the Hybrid Cementsupporting
confidence: 90%
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“…Taking into account the results of isothermal calorimetry, setting time and compressive strength, the hybrid cement could be classified, according to ASTM C1157 and NTC 121, as a low heat of hydration cement (LH type) as can be corroborated in Table 5. In accordance with the results reported by Robayo et al [24] and Valencia-Saavedra et al [19], using other precursors, the hybrid concrete showed a high level of workability, associated with a high fluidity (24 cm settlement) (Figure 10a), without the presence of segregation phenomena (Figure 10b) due to the adequate cohesiveness of the mixture, mainly promoted by the presence of sodium silicate. Additionally, the modulus of rupture (MR) of the material was determined by means of the flexural strength test.…”
Section: Reaction Kinetics Of the Hybrid Cementsupporting
confidence: 90%
“…In the setting time evaluation, three alkaline-activated hybrid cements were used, in which the percentage of OPC was varied at 5, 10, and 20% with respect to the total weight of the precursor (FA In the setting time evaluation, three alkaline-activated hybrid cements were used, in which the percentage of OPC was varied at 5, 10, and 20% with respect to the total weight of the precursor (FA + OPC), keeping the content of activator constant. Chindaprasit et al [17], Robayo-Salazar et al [18], and Valencia-Saavedra et al [19] carried out similar studies. The results obtained showed that the incorporation of calcium sources of a GBFS or OPC type reduces the setting time of alkaline-activated hybrid cements.…”
Section: Reaction Kinetics Of the Hybrid Cementmentioning
confidence: 83%
“…Additionally, recycled aggregates (fine and coarse) from CDW were used. This research has continuity with several studies [ 33 , 34 , 35 , 36 , 37 , 38 , 39 ] previously developed by the Composite Materials Group of the Universidad del Valle (Cali-Colombia) in the alkali activation and geopolymerization line of research [ 40 ]. In these previous studies, the contents of the alkaline activator (NaOH + SS + water) and precursors (NP–GBFS; FA; CDW; RCBW) of each geopolymeric mixture were defined.…”
Section: Introductionsupporting
confidence: 71%
“…In general, the coexistence of C-A-S-H and N-A-S-H gels in FA/GBFS concrete explains the positive behavior of this material. The best characteristics presented by GBFS/OPC and FA/GBFS are related to the greater densification and compactness observed in the SEM test, and due to the lower number of capillaries or permeable pores present in this type of alkaline-activated materials (Valencia-Saavedra et al, 2018;Chotetanorm et al, 2013;Qureshi and Ghosh, 2014;Aydin and Baradan, 2014). Figure 5 shows the results of the rapid chloride permeability test, performed on OPC, GBFS/OPC, and FA/GBFS concretes after 28 days of curing, based on the procedure described in ASTM C1202 (ASTM International, 2019a).…”
Section: Resultsmentioning
confidence: 92%