The Open Construction & Building Technology Journal


ISSN: 1874-8368 ― Volume 11, 2017
RESEARCH ARTICLE

Effect of Mortar Reduction in Recycled Aggregates Used in Concrete



Viviana Letelier1, Ester Tarela1, *, Pedro Muñoz2
1 Universidad de La Frontera (UFRO), Departamento de Obras Civiles, Chile
2 Facultad de Ingeniería, Universidad Autónoma de Chile, Chile

Abstract

Background:

Following a global environmental concern, concrete manufactured with recycled materials has been widely studied. The reuse of concrete as raw material can reduce the amount of debris and the amount of natural resources needed minimizing the environmental impact.

Objective:

One of the fundamental issues when using recycled aggregates is the mortar that remains adhered to their surfaces. The effect of this adhered mortar on aggregates, obtained from pavement demolition debris, used in recycled concrete is studied.

Method:

A mechanical abrasion process is used to reduce the amount of mortar in different degrees from the recycled aggregates that will be used to replace a 40 % of natural coarse aggregates in structural concrete. The mechanical behavior is studied through the compressive and flexural strength of the material and compared with the values obtained for a control concrete, with no recycled aggregates.

Results:

The abrasion process is proven to be effective eliminating the adhered mortar to the aggregates and the results show that a medium abrasion level, around 200rev, improves significantly the mechanical properties of the recycled concrete, increasing its compressive strength.

Conclusion:

The percentage of recycled aggregates used in structural concrete can be increased if these are treated with simple mechanical abrasion. The residuals of the eliminated mortar can be also reused as cement replacement, maximizing the material reuse.

Keywords: Recycled aggregates, Recycled concrete, Mechanical properties of concrete, Compressive strength.


Article Information


Identifiers and Pagination:

Year: 2017
Volume: 11
Issue: Suppl-2, M5
First Page: 363
Last Page: 370
Publisher Id: TOBCTJ-11-363
DOI: 10.2174/1874836801711010363

Article History:

Received Date: 06/06/2017
Revision Received Date: 02/07/2017
Acceptance Date: 03/07/2017
Electronic publication date: 30/11/2017
Collection year: 2017

Article Metrics:

CrossRef Citations:
0

Total Statistics:

Full-Text HTML Views: 63
Abstract HTML Views: 59
PDF Downloads: 76
ePub Downloads: 91
Total Views/Downloads: 289

Unique Statistics:

Full-Text HTML Views: 45
Abstract HTML Views: 36
PDF Downloads: 32
ePub Downloads: 37
Total Views/Downloads: 150
Geographical View

© 2017 Letelier et al.

open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.


* Address correspondence to this author at the Universidad de La Frontera (UFRO), Departamento de Obras Civiles, Chile; Tel: (+34)680932732; E-mail: ester.tarela@ufrontera.cl


Endorsements



"We greatly appreciate the efficient, professional and rapid processing of our paper by your team. The editors are so kind and professional to send us the reviewers' feedback in time. Those comments were all valuable and very helpful for us in revising and improving our paper."


Hailong Zhao
School of Civil Engineering,
Tianjin University, Tianjin,
China


Browse Contents


Webmaster Contact: info@benthamopen.com
Copyright © 2017 Bentham Open