Evaluating the durability of recycled concrete made of coarse recycled aggregate concrete containing silica-fume and natural zeolite

Abstract Although the mechanical properties of recycled aggregates concrete (RAC’s) are well known, the durability properties of these concretes are less agreed upon by researchers. The main objective of this paper is to evaluate the durability of RAC’s made of recycled concrete...

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Autores principales: Jalilifar,Hasan, Sajedi,Fathollah, Toosi,Vahid Razavi
Lenguaje:English
Publicado: Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2020
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Acceso en línea:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000300457
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spelling oai:scielo:S0718-915X20200003004572021-02-16Evaluating the durability of recycled concrete made of coarse recycled aggregate concrete containing silica-fume and natural zeoliteJalilifar,HasanSajedi,FathollahToosi,Vahid Razavi recycled concrete recycled aggregate durability silica-fume (SF) natural zeolite (NZ) Abstract Although the mechanical properties of recycled aggregates concrete (RAC’s) are well known, the durability properties of these concretes are less agreed upon by researchers. The main objective of this paper is to evaluate the durability of RAC’s made of recycled concrete coarse aggregate (RCCA) containing silica-fume (SF) and natural zeolite (NZ). Four series of mixtures were made using four levels of RCCA as 0%, 25%, 50%, and 100% with natural coarse aggregates (NCA’s). SF with 5%, 10%, and 15% and NZ with 10%, 20%, and 30% were replaced with cement. To evaluate the durability properties of RAC’s, 28 mixed design were made and compressive strength (CS), water absorption by immersion (WAI), water absorption by capillary (WAC), electrical resistance (ER), electrical conductivity (EC), and rapid chloride ion penetration test (RCPT) were measured. The results showed that WAI and WAC of RAC increased with enhancing the RCCA level. By increasing the replacement level of RCCA, and usage of 10% SF replacement showed a greater impact on improving CS. Concretes containing NZ had higher WAI than that of SF. The increasing level of NZ by more than 10%, increases the space of cavities between silicate gels and therefore increases WAC in concretes. With increasing in the RCA level, so did the EC of RAC; however, EC in pozzolanic concretes showed a lower growth rate by increasing the RCCA level. Using 25% of RCCA, and 10% of SF, it was possible to make concrete with very low chloride ion penetration.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.19 n.3 20202020-12-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000300457en10.7764/rdlc.19.3.457
institution Scielo Chile
collection Scielo Chile
language English
topic recycled concrete
recycled aggregate
durability
silica-fume (SF)
natural zeolite (NZ)
spellingShingle recycled concrete
recycled aggregate
durability
silica-fume (SF)
natural zeolite (NZ)
Jalilifar,Hasan
Sajedi,Fathollah
Toosi,Vahid Razavi
Evaluating the durability of recycled concrete made of coarse recycled aggregate concrete containing silica-fume and natural zeolite
description Abstract Although the mechanical properties of recycled aggregates concrete (RAC’s) are well known, the durability properties of these concretes are less agreed upon by researchers. The main objective of this paper is to evaluate the durability of RAC’s made of recycled concrete coarse aggregate (RCCA) containing silica-fume (SF) and natural zeolite (NZ). Four series of mixtures were made using four levels of RCCA as 0%, 25%, 50%, and 100% with natural coarse aggregates (NCA’s). SF with 5%, 10%, and 15% and NZ with 10%, 20%, and 30% were replaced with cement. To evaluate the durability properties of RAC’s, 28 mixed design were made and compressive strength (CS), water absorption by immersion (WAI), water absorption by capillary (WAC), electrical resistance (ER), electrical conductivity (EC), and rapid chloride ion penetration test (RCPT) were measured. The results showed that WAI and WAC of RAC increased with enhancing the RCCA level. By increasing the replacement level of RCCA, and usage of 10% SF replacement showed a greater impact on improving CS. Concretes containing NZ had higher WAI than that of SF. The increasing level of NZ by more than 10%, increases the space of cavities between silicate gels and therefore increases WAC in concretes. With increasing in the RCA level, so did the EC of RAC; however, EC in pozzolanic concretes showed a lower growth rate by increasing the RCCA level. Using 25% of RCCA, and 10% of SF, it was possible to make concrete with very low chloride ion penetration.
author Jalilifar,Hasan
Sajedi,Fathollah
Toosi,Vahid Razavi
author_facet Jalilifar,Hasan
Sajedi,Fathollah
Toosi,Vahid Razavi
author_sort Jalilifar,Hasan
title Evaluating the durability of recycled concrete made of coarse recycled aggregate concrete containing silica-fume and natural zeolite
title_short Evaluating the durability of recycled concrete made of coarse recycled aggregate concrete containing silica-fume and natural zeolite
title_full Evaluating the durability of recycled concrete made of coarse recycled aggregate concrete containing silica-fume and natural zeolite
title_fullStr Evaluating the durability of recycled concrete made of coarse recycled aggregate concrete containing silica-fume and natural zeolite
title_full_unstemmed Evaluating the durability of recycled concrete made of coarse recycled aggregate concrete containing silica-fume and natural zeolite
title_sort evaluating the durability of recycled concrete made of coarse recycled aggregate concrete containing silica-fume and natural zeolite
publisher Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
publishDate 2020
url http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000300457
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