Study and comparison of the effect of natural zeolite and silica fume on mechanical properties of recycled aggregates concretes

The present study was conducted to compare the effect of natural zeolite (Z) and silica fume (SF) pozzolans on the mechanical properties of recycled aggregates concrete (RAC’s). The RCA’s made with using different levels of recycled coarse aggregates instead of natural coarse aggregates. To improve...

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Autores principales: Fathollah Sajedi, Hasan Jalilifar
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Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/9244505f108f4c2f8be2c7b5122eb32b
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spelling oai:doaj.org-article:9244505f108f4c2f8be2c7b5122eb32b2021-11-08T15:51:06ZStudy and comparison of the effect of natural zeolite and silica fume on mechanical properties of recycled aggregates concretes2476-39772538-261610.22065/jsce.2017.88276.1224https://doaj.org/article/9244505f108f4c2f8be2c7b5122eb32b2019-02-01T00:00:00Zhttps://www.jsce.ir/article_51819_33c8f7b252a7cc9d2c839bf5252e0df0.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616The present study was conducted to compare the effect of natural zeolite (Z) and silica fume (SF) pozzolans on the mechanical properties of recycled aggregates concrete (RAC’s). The RCA’s made with using different levels of recycled coarse aggregates instead of natural coarse aggregates. To improve quality of RCA’s, the introduced pozzolans were replaced with different levels of ordinary Portland cement (OPC). To determine and compare the mechanical properties of concretes, 24 mix designs were made and different tests done as compressive strength at the ages 7, 28 and 91 days, and the tests as splite cylinder tests (SPT), modulus of elasticity and ultra-pulse velocity (UPV) at the age of 28- day. The obtained results generally showed that in duration of 28 days, the usage of silica fume could results in about 40 MPa compressive strength for RCA’s with 100% of recycled coarse aggregates; meanwhile using natural zeolite was not able to give target strength of design. Using 10% of silica fume instead of OPC in RCA’s specially RCA’s having 25% of recycled aggregates caused in the mechanical properties of RCA’s be rarely like those natural aggregate concretes. Although, using 10% of zeolite in concrete could improve some mechanical properties, but the concretes containing silica fume gave superior mechanical properties than those of zeolite.Fathollah SajediHasan JalilifarIranian Society of Structrual Engineering (ISSE)articlerecycled aggregates concrete (rac)mechanical propertiessilica fume (sf)natural zeolite (z)pozzolanBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 5, Iss شماره ویژه 4, Pp 109-126 (2019)
institution DOAJ
collection DOAJ
language FA
topic recycled aggregates concrete (rac)
mechanical properties
silica fume (sf)
natural zeolite (z)
pozzolan
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle recycled aggregates concrete (rac)
mechanical properties
silica fume (sf)
natural zeolite (z)
pozzolan
Bridge engineering
TG1-470
Building construction
TH1-9745
Fathollah Sajedi
Hasan Jalilifar
Study and comparison of the effect of natural zeolite and silica fume on mechanical properties of recycled aggregates concretes
description The present study was conducted to compare the effect of natural zeolite (Z) and silica fume (SF) pozzolans on the mechanical properties of recycled aggregates concrete (RAC’s). The RCA’s made with using different levels of recycled coarse aggregates instead of natural coarse aggregates. To improve quality of RCA’s, the introduced pozzolans were replaced with different levels of ordinary Portland cement (OPC). To determine and compare the mechanical properties of concretes, 24 mix designs were made and different tests done as compressive strength at the ages 7, 28 and 91 days, and the tests as splite cylinder tests (SPT), modulus of elasticity and ultra-pulse velocity (UPV) at the age of 28- day. The obtained results generally showed that in duration of 28 days, the usage of silica fume could results in about 40 MPa compressive strength for RCA’s with 100% of recycled coarse aggregates; meanwhile using natural zeolite was not able to give target strength of design. Using 10% of silica fume instead of OPC in RCA’s specially RCA’s having 25% of recycled aggregates caused in the mechanical properties of RCA’s be rarely like those natural aggregate concretes. Although, using 10% of zeolite in concrete could improve some mechanical properties, but the concretes containing silica fume gave superior mechanical properties than those of zeolite.
format article
author Fathollah Sajedi
Hasan Jalilifar
author_facet Fathollah Sajedi
Hasan Jalilifar
author_sort Fathollah Sajedi
title Study and comparison of the effect of natural zeolite and silica fume on mechanical properties of recycled aggregates concretes
title_short Study and comparison of the effect of natural zeolite and silica fume on mechanical properties of recycled aggregates concretes
title_full Study and comparison of the effect of natural zeolite and silica fume on mechanical properties of recycled aggregates concretes
title_fullStr Study and comparison of the effect of natural zeolite and silica fume on mechanical properties of recycled aggregates concretes
title_full_unstemmed Study and comparison of the effect of natural zeolite and silica fume on mechanical properties of recycled aggregates concretes
title_sort study and comparison of the effect of natural zeolite and silica fume on mechanical properties of recycled aggregates concretes
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2019
url https://doaj.org/article/9244505f108f4c2f8be2c7b5122eb32b
work_keys_str_mv AT fathollahsajedi studyandcomparisonoftheeffectofnaturalzeoliteandsilicafumeonmechanicalpropertiesofrecycledaggregatesconcretes
AT hasanjalilifar studyandcomparisonoftheeffectofnaturalzeoliteandsilicafumeonmechanicalpropertiesofrecycledaggregatesconcretes
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