Properties of Non-Structural Concrete Made with Mixed Recycled Aggregates and Low Cement Content

In spite of not being legally accepted in most countries, mixed recycled aggregates (MRA) could be a suitable raw material for concrete manufacturing. The aims of this research were as follows: (i) to analyze the effect of the replacement ratio of natural coarse aggregates with MRA, the amount of ce...

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Main Authors: Antonio López-Uceda, Jesús Ayuso, Martin López, José Ramón Jimenez, Francisco Agrela, María José Sierra
Format: Article
Language:English
Published: MDPI AG 2016-01-01
Series:Materials
Subjects:
Online Access:http://www.mdpi.com/1996-1944/9/2/74
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spelling doaj-addaf876b3234863a159270b29a119d12020-11-25T01:09:33ZengMDPI AGMaterials1996-19442016-01-01927410.3390/ma9020074ma9020074Properties of Non-Structural Concrete Made with Mixed Recycled Aggregates and Low Cement ContentAntonio López-Uceda0Jesús Ayuso1Martin López2José Ramón Jimenez3Francisco Agrela4María José Sierra5Construction Engineering, University of Córdoba, Ed. Leonardo Da Vinci, Campus of Rabanales, Córdoba 14071, SpainConstruction Engineering, University of Córdoba, Ed. Leonardo Da Vinci, Campus of Rabanales, Córdoba 14071, SpainConstruction Engineering, University of Córdoba, Ed. Leonardo Da Vinci, Campus of Rabanales, Córdoba 14071, SpainConstruction Engineering, University of Córdoba, Ed. Leonardo Da Vinci, Campus of Rabanales, Córdoba 14071, SpainConstruction Engineering, University of Córdoba, Ed. Leonardo Da Vinci, Campus of Rabanales, Córdoba 14071, SpainPublic Works Agency and Regional Ministry of Public Works and Housing of the Regional Government of Andalusia, Sevilla 41013, SpainIn spite of not being legally accepted in most countries, mixed recycled aggregates (MRA) could be a suitable raw material for concrete manufacturing. The aims of this research were as follows: (i) to analyze the effect of the replacement ratio of natural coarse aggregates with MRA, the amount of ceramic particles in MRA, and the amount of cement, on the mechanical and physical properties of a non-structural concrete made with a low cement content; and (ii) to verify if it is possible to achieve a low-strength concrete that replaces a greater amount of natural aggregate with MRA and that has a low cement content. Two series of concrete mixes were manufactured using 180 and 200 kg/m3 of CEM II/A-V 42.5 R type Portland cement. Each series included seven concrete mixes: one with natural aggregates; two MRA with different ceramic particle contents; and one for each coarse aggregate replacement ratio (20%, 40%, and 100%). To study their properties, compressive and splitting tensile strength, modulus of elasticity, density, porosity, water penetration, and sorptivity, tests were performed. The results confirmed that the main factors affecting the properties analyzed in this research are the amount of cement and the replacement ratio; the two MRAs used in this work presented a similar influence on the properties. A non-structural, low-strength concrete (15 MPa) with an MRA replacement ratio of up to 100% for 200 kg/m3 of cement was obtained. This type of concrete could be applied in the construction of ditches, sidewalks, and other similar civil works.http://www.mdpi.com/1996-1944/9/2/74mixed recycled aggregateceramicslow cement contentnon-structural concretemechanical propertiesphysical properties
collection DOAJ
language English
format Article
sources DOAJ
author Antonio López-Uceda
Jesús Ayuso
Martin López
José Ramón Jimenez
Francisco Agrela
María José Sierra
spellingShingle Antonio López-Uceda
Jesús Ayuso
Martin López
José Ramón Jimenez
Francisco Agrela
María José Sierra
Properties of Non-Structural Concrete Made with Mixed Recycled Aggregates and Low Cement Content
Materials
mixed recycled aggregate
ceramics
low cement content
non-structural concrete
mechanical properties
physical properties
author_facet Antonio López-Uceda
Jesús Ayuso
Martin López
José Ramón Jimenez
Francisco Agrela
María José Sierra
author_sort Antonio López-Uceda
title Properties of Non-Structural Concrete Made with Mixed Recycled Aggregates and Low Cement Content
title_short Properties of Non-Structural Concrete Made with Mixed Recycled Aggregates and Low Cement Content
title_full Properties of Non-Structural Concrete Made with Mixed Recycled Aggregates and Low Cement Content
title_fullStr Properties of Non-Structural Concrete Made with Mixed Recycled Aggregates and Low Cement Content
title_full_unstemmed Properties of Non-Structural Concrete Made with Mixed Recycled Aggregates and Low Cement Content
title_sort properties of non-structural concrete made with mixed recycled aggregates and low cement content
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2016-01-01
description In spite of not being legally accepted in most countries, mixed recycled aggregates (MRA) could be a suitable raw material for concrete manufacturing. The aims of this research were as follows: (i) to analyze the effect of the replacement ratio of natural coarse aggregates with MRA, the amount of ceramic particles in MRA, and the amount of cement, on the mechanical and physical properties of a non-structural concrete made with a low cement content; and (ii) to verify if it is possible to achieve a low-strength concrete that replaces a greater amount of natural aggregate with MRA and that has a low cement content. Two series of concrete mixes were manufactured using 180 and 200 kg/m3 of CEM II/A-V 42.5 R type Portland cement. Each series included seven concrete mixes: one with natural aggregates; two MRA with different ceramic particle contents; and one for each coarse aggregate replacement ratio (20%, 40%, and 100%). To study their properties, compressive and splitting tensile strength, modulus of elasticity, density, porosity, water penetration, and sorptivity, tests were performed. The results confirmed that the main factors affecting the properties analyzed in this research are the amount of cement and the replacement ratio; the two MRAs used in this work presented a similar influence on the properties. A non-structural, low-strength concrete (15 MPa) with an MRA replacement ratio of up to 100% for 200 kg/m3 of cement was obtained. This type of concrete could be applied in the construction of ditches, sidewalks, and other similar civil works.
topic mixed recycled aggregate
ceramics
low cement content
non-structural concrete
mechanical properties
physical properties
url http://www.mdpi.com/1996-1944/9/2/74
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