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    Abstract
2017 (Vol. 14, Issue: 5)
Research Article

On the Review of Glass Reinforced Concrete

Asad Munawir
Department of Civil Engineering, Malang 65141 Brawijaya University, Indonesia
 

DOI: 10.19026/rjaset.14.4289
Submitted Accepted Published
December 12, 2016 March 19,2017 May 15, 2017

  How to Cite this Article:

Asad Munawir, 2017. On the Review of Glass Reinforced Concrete.  Research Journal of Applied Sciences, Engineering and Technology, 14(5): 196-202.

DOI: 10.19026/rjaset.14.4289

URL: http://www.maxwellsci.com/jp/mspabstract.php?jid=RJASET&doi=rjaset.14.4289

Abstract:


This review aimed to explore different use of glass wastes in the form of sand or cullet as an alternative fine or coarse aggregates or others for projects that will fulfill the government regulation to assist the industry rescuing the environment. Although glassy wastes satisfy recycling goals, but in the concrete structures application, although easy sustain good product performance, but in the long term glass waste suffer a serious problem due to Alkali-Silica Reaction (ASR) phenomena. This study basically explore several extensive studies were carried out to counter this. Using recent advances this matter was mainly overcomed. The effective of waste glass application in spreading novelty markets as well as paving stones, concrete masonry blocks, terrazzo tiles and precast concrete panels. Beside its problem, glass waste seems a great material to civil engineering application.

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    Competing interests

The authors have no competing interests.
    Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

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© The Author(s) 2017

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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