Characterization and influence of fine recycled aggregates on masonry mortars properties

This research aims to study mechanical behaviour and relevant properties of masonry mortars fabricated using fine recycled aggregate in different mixture proportions. Fine recycled aggregates samples originated from the ceramic and concrete recycling process and coming from two recycling plants of M...

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Main Authors: P. Saiz-Martínez, M. González-Cortina, F. Fernández-Martínez
Format: Article
Language:English
Published: Consejo Superior de Investigaciones Científicas 2015-09-01
Series:Materiales de Construccion
Subjects:
Online Access:http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/1782
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spelling doaj-d4f4883e681f4d23ac44cbb00006a4452021-05-05T07:36:27ZengConsejo Superior de Investigaciones CientíficasMateriales de Construccion0465-27461988-32262015-09-0165319e058e05810.3989/mc.2015.060141723Characterization and influence of fine recycled aggregates on masonry mortars propertiesP. Saiz-Martínez0M. González-Cortina1F. Fernández-Martínez2Technical University School of Architecture, Madrid Polytechnic UniversityTechnical University School of Architecture, Madrid Polytechnic UniversityUniversity school of Technical Industrial Engineering, Technical University of MadridThis research aims to study mechanical behaviour and relevant properties of masonry mortars fabricated using fine recycled aggregate in different mixture proportions. Fine recycled aggregates samples originated from the ceramic and concrete recycling process and coming from two recycling plants of Madrid region have been used. Tests were performed using 1:3:0.5 volumetric cement-to-aggregate-to-water ratio. Standardized sand with fine recycled aggregate replacement percentages were: 10%, 15%, 25%, 35% and 45%. A continuous size distribution curve can be observed and the main crystalline phases determined have been quartz, calcite and gypsum. Compressive strength, shrinkage and bond strength tests revealed poorer performance of recycled mortars compared to the conventional mortars; however, specific values are within the limits established by the manufacturers and standards. This study shows that cement-based mortars prepared with volumetric ratio 1:3:0.5 may contain up to 45% of fine recycled aggregates, without their properties being affected and without presenting significant losses.http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/1782mortarwaste treatmentaggregatecharacterizationmechanical properties
collection DOAJ
language English
format Article
sources DOAJ
author P. Saiz-Martínez
M. González-Cortina
F. Fernández-Martínez
spellingShingle P. Saiz-Martínez
M. González-Cortina
F. Fernández-Martínez
Characterization and influence of fine recycled aggregates on masonry mortars properties
Materiales de Construccion
mortar
waste treatment
aggregate
characterization
mechanical properties
author_facet P. Saiz-Martínez
M. González-Cortina
F. Fernández-Martínez
author_sort P. Saiz-Martínez
title Characterization and influence of fine recycled aggregates on masonry mortars properties
title_short Characterization and influence of fine recycled aggregates on masonry mortars properties
title_full Characterization and influence of fine recycled aggregates on masonry mortars properties
title_fullStr Characterization and influence of fine recycled aggregates on masonry mortars properties
title_full_unstemmed Characterization and influence of fine recycled aggregates on masonry mortars properties
title_sort characterization and influence of fine recycled aggregates on masonry mortars properties
publisher Consejo Superior de Investigaciones Científicas
series Materiales de Construccion
issn 0465-2746
1988-3226
publishDate 2015-09-01
description This research aims to study mechanical behaviour and relevant properties of masonry mortars fabricated using fine recycled aggregate in different mixture proportions. Fine recycled aggregates samples originated from the ceramic and concrete recycling process and coming from two recycling plants of Madrid region have been used. Tests were performed using 1:3:0.5 volumetric cement-to-aggregate-to-water ratio. Standardized sand with fine recycled aggregate replacement percentages were: 10%, 15%, 25%, 35% and 45%. A continuous size distribution curve can be observed and the main crystalline phases determined have been quartz, calcite and gypsum. Compressive strength, shrinkage and bond strength tests revealed poorer performance of recycled mortars compared to the conventional mortars; however, specific values are within the limits established by the manufacturers and standards. This study shows that cement-based mortars prepared with volumetric ratio 1:3:0.5 may contain up to 45% of fine recycled aggregates, without their properties being affected and without presenting significant losses.
topic mortar
waste treatment
aggregate
characterization
mechanical properties
url http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/1782
work_keys_str_mv AT psaizmartinez characterizationandinfluenceoffinerecycledaggregatesonmasonrymortarsproperties
AT mgonzalezcortina characterizationandinfluenceoffinerecycledaggregatesonmasonrymortarsproperties
AT ffernandezmartinez characterizationandinfluenceoffinerecycledaggregatesonmasonrymortarsproperties
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