2020
DOI: 10.1016/j.conbuildmat.2020.118878
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Sustainable incorporation of waste granite dust as partial replacement of sand in autoclave aerated concrete

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Cited by 63 publications
(35 citation statements)
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“…In our study, the greatest reduction occurred in M-FC with 26.5% at 180 days, whereas marginal differences in M-GF were achieved with respect to the control mortar at the different ages studied; in agreement with the findings of Ramos et al [ 43 ] and Ledesma et al [ 23 ] respectively. Regarding M-GF, the presence of pozzolanic reaction in mortars with GF has previously been reported [ 44 , 45 ], which agrees with the results since M-GF performance was similar to ref mix. In mortars made with ornamental rocks, pozzolanic activity was not found as in the reference mortar [ 46 ].…”
Section: Resultssupporting
confidence: 91%
“…In our study, the greatest reduction occurred in M-FC with 26.5% at 180 days, whereas marginal differences in M-GF were achieved with respect to the control mortar at the different ages studied; in agreement with the findings of Ramos et al [ 43 ] and Ledesma et al [ 23 ] respectively. Regarding M-GF, the presence of pozzolanic reaction in mortars with GF has previously been reported [ 44 , 45 ], which agrees with the results since M-GF performance was similar to ref mix. In mortars made with ornamental rocks, pozzolanic activity was not found as in the reference mortar [ 46 ].…”
Section: Resultssupporting
confidence: 91%
“…Lower weight loss in this region shows that Ca(OH) 2 was consumed by the WSA, confirming the pozzolanic activity. Similar trends of lower weight loss in the second region were observed in the published literature [ 87 , 88 ], which depicted the extent of higher pozzolanic activity with a lower concentration of portlandite. The third weight loss region is associated with the decarbonization of cement paste, which can be used as an indicator of hydration degree at the initial stage (24 h) [ 86 ].…”
Section: Discussion Of Resultssupporting
confidence: 88%
“…The compressive strength loss in HCl solution was 19.44% and 13.14% for the control and 20% for the replacement samples. The compressive strength losses in H 2 SO 4 solution were 27.88% and 12.82%, respectively, indicating that granite waste aggregate effectively improves the acid resistance of concretes [36,37]. The water absorption of concretes was tested using magnetized water with higher water molecular activity, and it was found that concrete with granite waste had a reduced water absorption and significantly improved compressive strength and acid erosion resistance [38].…”
Section: ) Compressive Strengthmentioning
confidence: 98%