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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Consejo Superior de Investigaciones Científicas
2015-09-01
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Online Access: | http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/1782 |
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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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1721468557031636992 |