Influence of Internal Sulfate Attack on Some Properties of High Strength Concrete

One of the most important problems that faces the concrete industry in Iraq is the deterioration due to internal sulfate attack , since it  reduces the compressive strength and increases the expansion of concrete. Consequently, the concrete structure may be damage .The effects of total and total eff...

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Main Authors: Nada Mahdi Fawzi, Prof. Dr., Zena K. Abbas, Instructor, Hussein Ali Jaber, Engineer
Format: Article
Language:English
Published: University of Baghdad 2015-08-01
Series:Journal of Engineering
Subjects:
Online Access:http://joe.uobaghdad.edu.iq/index.php/main/article/view/371
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author Nada Mahdi Fawzi, Prof. Dr.
Zena K. Abbas, Instructor
Hussein Ali Jaber, Engineer
author_facet Nada Mahdi Fawzi, Prof. Dr.
Zena K. Abbas, Instructor
Hussein Ali Jaber, Engineer
author_sort Nada Mahdi Fawzi, Prof. Dr.
collection DOAJ
description One of the most important problems that faces the concrete industry in Iraq is the deterioration due to internal sulfate attack , since it  reduces the compressive strength and increases the expansion of concrete. Consequently, the concrete structure may be damage .The effects of total and total effective sulfate contents on high strength concrete (HSC) have been studied in the present study. The research studied the effect of sulfate content in cement , sand and gravel , as well as comparing  the total sulfate content with the total effective SO3 content. Materials used were divided into two groups of SO3 in cement ,three groups of SO3 in sand ,and two groups of SO3 in gravel. The results show that considering the total effective sulfate content is better than the total content of sulfates since the effect of sulfate in each constituent of concrete, depends on it's granular size .The smaller the particle size of the material the more effective is the sulfate in it. Therefore, it is recommended to follow the Iraqi specification for total effective sulfate content, because it gives more flexibility to the use of sand and gravel with higher sulfate content. The results of compressive strength at 90-days show that the effect of total effective SO3 content of ( 2.647% , 2.992% , 3.424% ) that correspond to total sulfate of ( 3.778%, 3.294%, 4.528%)  decrease the compressive strength by (7.53%, 11.44%, 14.59%) respectively.
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spelling doaj.art-ffed6118db534d869349e0faea6dae7f2023-09-02T18:39:21ZengUniversity of BaghdadJournal of Engineering1726-40732520-33392015-08-01218Influence of Internal Sulfate Attack on Some Properties of High Strength ConcreteNada Mahdi Fawzi, Prof. Dr.0Zena K. Abbas, Instructor1Hussein Ali Jaber, Engineer2College of Engineering-University of BaghdadCollege of Engineering-University of BaghdadCollege of Engineering-University of BaghdadOne of the most important problems that faces the concrete industry in Iraq is the deterioration due to internal sulfate attack , since it  reduces the compressive strength and increases the expansion of concrete. Consequently, the concrete structure may be damage .The effects of total and total effective sulfate contents on high strength concrete (HSC) have been studied in the present study. The research studied the effect of sulfate content in cement , sand and gravel , as well as comparing  the total sulfate content with the total effective SO3 content. Materials used were divided into two groups of SO3 in cement ,three groups of SO3 in sand ,and two groups of SO3 in gravel. The results show that considering the total effective sulfate content is better than the total content of sulfates since the effect of sulfate in each constituent of concrete, depends on it's granular size .The smaller the particle size of the material the more effective is the sulfate in it. Therefore, it is recommended to follow the Iraqi specification for total effective sulfate content, because it gives more flexibility to the use of sand and gravel with higher sulfate content. The results of compressive strength at 90-days show that the effect of total effective SO3 content of ( 2.647% , 2.992% , 3.424% ) that correspond to total sulfate of ( 3.778%, 3.294%, 4.528%)  decrease the compressive strength by (7.53%, 11.44%, 14.59%) respectively.http://joe.uobaghdad.edu.iq/index.php/main/article/view/371internal sulfate attack, total effective sulfate content, high strength concrete, total sulfate content, particle size.
spellingShingle Nada Mahdi Fawzi, Prof. Dr.
Zena K. Abbas, Instructor
Hussein Ali Jaber, Engineer
Influence of Internal Sulfate Attack on Some Properties of High Strength Concrete
Journal of Engineering
internal sulfate attack, total effective sulfate content, high strength concrete, total sulfate content, particle size.
title Influence of Internal Sulfate Attack on Some Properties of High Strength Concrete
title_full Influence of Internal Sulfate Attack on Some Properties of High Strength Concrete
title_fullStr Influence of Internal Sulfate Attack on Some Properties of High Strength Concrete
title_full_unstemmed Influence of Internal Sulfate Attack on Some Properties of High Strength Concrete
title_short Influence of Internal Sulfate Attack on Some Properties of High Strength Concrete
title_sort influence of internal sulfate attack on some properties of high strength concrete
topic internal sulfate attack, total effective sulfate content, high strength concrete, total sulfate content, particle size.
url http://joe.uobaghdad.edu.iq/index.php/main/article/view/371
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