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     Research Journal of Applied Sciences, Engineering and Technology


The Effect of Urmia-Lake Water on Mechanical Strength Concrete with Various Admixtures

1Hadi Barghlame, 2M.A. Lotfollahi-Yaghin, 3Mehdi Mohammadrezaei and 1Babak Bahaminfar
1Department of Civil Engineering, Ilkhchi Branch, Islamic Azad University, Ilkhchi, Iran
2Civil Engineering Faculty, University of Tabriz, Tabriz, 51664, Iran
3Tasouj Branch, Islamic Azad University, Tasouj, Iran
Research Journal of Applied Sciences, Engineering and Technology  2013  7:2376-2383
http://dx.doi.org/10.19026/rjaset.5.4668  |  © The Author(s) 2013
Received: July 20, 2012  |  Accepted: August 08, 2012  |  Published: March 11, 2013

Abstract

This study has been investigated the effect of admixtures on the strength of concrete under water with high aggressive ions, for example under Urmia-lake water in West Azerbaijan, Iran. We made different types of concretes with the ratio of w/c and replaced different percentages of micro-silica, air-entraining, super plasticizer, corrosion-inhibiting and caulk with two types of cement I and II as well as investigating in both ordinary water and Urmia-lake water. The strength of pressure, tension, abrasion and freezing and melting was investigated on these samples. The results indicate that admixtures improved strength of concrete under water with high aggressive ions. Finally, the most proper mixture was presented using both types of cement (I and II) and optimal value for micro-silica, caulk and super plasticizer.

Keywords:

Admixtures, concrete, strength, Urmia lake,


References


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.

Copyright

The authors have no competing interests.

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