2017
DOI: 10.1016/j.conbuildmat.2016.12.043
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Dune sand and pumice impact on mechanical and thermal lightweight concrete properties

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Cited by 63 publications
(15 citation statements)
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“…Moreover, there is significant research work on using wastes as substitution material of fine aggregate [22,23] in concrete, in an attempt to further promote sustainability. In this context, run of mine (Pe) perlite, a raw perlite stream of 0-2 mm or 0-4 mm grade which it rejected as a waste from the perlite expansion process, could substitute fine aggregates in concrete.…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, there is significant research work on using wastes as substitution material of fine aggregate [22,23] in concrete, in an attempt to further promote sustainability. In this context, run of mine (Pe) perlite, a raw perlite stream of 0-2 mm or 0-4 mm grade which it rejected as a waste from the perlite expansion process, could substitute fine aggregates in concrete.…”
Section: Introductionmentioning
confidence: 99%
“…From this fundamental idea on concrete's structure one can easily assess the reason for fall in compressive strength of EPS and EV concretes is due to the substitution of porous lightweight EPS and EV aggregates in place of denser normal weight aggregates. This was manifested in many researches 42,60,64–67 . The expansion process in EPS and exfoliation in EV results in porous nature, thereby resulting in a lesser dense and lower strength aggregates 68 .…”
Section: Resultsmentioning
confidence: 99%
“…Pedra-pomes é rica em sílica alcalina e tem um conteúdo significativo de sulfônio. É um tipo de agregado poroso e leve, possui um valor de massa específica em torno de 900 kg/m3 (LYNDA AMEL et al, 2017).…”
Section: Tipos De Agregados Levesunclassified
“…A substituição de agregados tradicionais por agregados leves, incluem os agregados leves naturais, que são as pedra-pomes e escórias vulcânicas, e os artificiais, como a argila expandida, vermiculita, escória expandida e a perlita (ABDEEN;HODHOD, 2010;LYNDA AMEL et al, 2017;SENGUL et al, 2011;TCHAMDJOU et al, 2017). Precisa-se conhecer melhor as características dos agregados leves para que possam ser utilizados, principalmente, devido à sua maior porosidade que limita a resistência obtida pelo concreto.…”
Section: Introductionunclassified