2022
DOI: 10.1016/j.cscm.2022.e01192
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Incidence of recycled aggregates and ternary cements on the compressive strength and durability of ecological mortars

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Cited by 7 publications
(5 citation statements)
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“…In addition, fossil fuels, such as coal, are commonly used as a source of heat in cement kilns, further contributing to CO2 emissions. It is estimated that the production of one ton of Ordinary Portland cement (OPC) releases about 0.8 tons of carbon dioxide making it a significant contributor to climate change (1)(2)(3)(4)(5)(6)(7). The global increase in CO2 emission and the associated impact on global warming motivated studies seeking to investigate the suitability of certain materials for partial or complete replacements of ordinary Portland cement (OPC) as concrete binders (7,8).…”
Section: Introductionmentioning
confidence: 99%
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“…In addition, fossil fuels, such as coal, are commonly used as a source of heat in cement kilns, further contributing to CO2 emissions. It is estimated that the production of one ton of Ordinary Portland cement (OPC) releases about 0.8 tons of carbon dioxide making it a significant contributor to climate change (1)(2)(3)(4)(5)(6)(7). The global increase in CO2 emission and the associated impact on global warming motivated studies seeking to investigate the suitability of certain materials for partial or complete replacements of ordinary Portland cement (OPC) as concrete binders (7,8).…”
Section: Introductionmentioning
confidence: 99%
“…It is estimated that the production of one ton of Ordinary Portland cement (OPC) releases about 0.8 tons of carbon dioxide making it a significant contributor to climate change (1)(2)(3)(4)(5)(6)(7). The global increase in CO2 emission and the associated impact on global warming motivated studies seeking to investigate the suitability of certain materials for partial or complete replacements of ordinary Portland cement (OPC) as concrete binders (7,8). Currently, with the construction projects worldwide developing, plenty of natural materials such as natural sand (RS) are used to produce concrete (9,10).…”
Section: Introductionmentioning
confidence: 99%
“…Therefore, the different treatments in the RCA reduce the percentage of water absorption, minimizing the error associated with moisture adjustment and, in turn, improving mechanical and durability performance. The use of treatments from chemical, thermal and mechanical processes has been reported to improve the quality of RCA, which can be classified into two main groups: the first group focuses on weakening the residual bonded cement paste in RCA by heating/grinding [17][18][19], crushing with a jaw or ball mill [20][21][22], cleaning/scrubbing [23,24] or even soaking (acid) [25][26][27][28]; the second group focuses on strengthening the microstructure and surface of the RCA by using CO 2 curing [29][30][31][32][33][34], biodeposition [35][36][37], coating (silica fume, fly ash, blast furnace slang) [38][39][40][41][42] and soaking (acid solution) [43][44][45].…”
Section: Introductionmentioning
confidence: 99%
“…The optimum way to utilize these RFA features to create highquality concrete with the same or less cement content is still unknown, and no rules or recommendations are in place. As a reason, RFA's widespread use and best application in new concrete are hindered 17) . Contrary to its behavior in virgin aggregate concrete, the effect of 30% coal fly ash on RAC yielded subpar results when compared to RAC built wholly of OPC.…”
Section: Introductionmentioning
confidence: 99%
“…The formation of a strong link between the fresh cement paste and the aggregate is facilitated by the coarse texture and significant porosity of recycled concrete aggregate, enabling the infiltration into the aggregate matrix. The presence of limited ettringite was found which aids in the development of cracks in hardened concrete as a consequence of its expansive behavior during the hydration process 27) . The EDS results of concrete prepared with RCA and fly ash and RCA/coal bottom ash demonstrate that the amount of calcium/silicate ratio is increased after 120 days of curing as compared to the 28day cured samples.…”
Section: Introductionmentioning
confidence: 99%