2022
DOI: 10.3390/cryst12010077
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Improving the Performance of Mortars Made from Recycled Aggregates by the Addition of Zeolitised Cineritic Tuff

Abstract: Metropolitan construction and demolition waste (CDW) is currently an important source of recycled materials that, despite having completed their useful life cycle, can be reincorporated into the circular economy process (CEP); however, the recycling process is very selective, and waste material is not always fully satisfactory due to the intrinsic nature of the waste. This work aims to demonstrate and establish how to increase the effectiveness of the construction and demolition waste in more resistant mortars… Show more

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Cited by 4 publications
(2 citation statements)
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“…The calculation of the Resistant Activity Index (RAI) has once again permitted the recording of the criteria established in this work regarding the influence of the chemical constitution, porosity, specific surface, and pozzolanic activity of the samples studied and their increase once they have been subjected to high normalized temperatures. The papers of Presa et al [55], Martín et al [56], and Rosado et al [57] describe similar conclusions that support the arguments discussed in this research.…”
Section: Mechanical Strength Tests (Mst) At 7 28 and 90 Dayssupporting
confidence: 84%
“…The calculation of the Resistant Activity Index (RAI) has once again permitted the recording of the criteria established in this work regarding the influence of the chemical constitution, porosity, specific surface, and pozzolanic activity of the samples studied and their increase once they have been subjected to high normalized temperatures. The papers of Presa et al [55], Martín et al [56], and Rosado et al [57] describe similar conclusions that support the arguments discussed in this research.…”
Section: Mechanical Strength Tests (Mst) At 7 28 and 90 Dayssupporting
confidence: 84%
“…It seems that the substitution of Portland cement at both 25% and 30% does not significantly affect the development in mechanical strength of this type of specimen. Martín et al [36] have opted to increase in a controlled manner the replacement of cement with natural aggregates above 70% with satisfactory results.…”
Section: Mechanical Resistance To Compression At 2 7 28 and 90 Daysmentioning
confidence: 99%