Some Durability Test of No-Fine Concrete
Journal of Engineering
View Archive Info| Field | Value | |
| Title |
Some Durability Test of No-Fine Concrete
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| Creator |
Salih, Shakir Ahmed
Fidel, Tuqa Alaa |
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| Description |
In this study, two types of mixes were adopted by using two grading of coarse aggregate. The practical side of this study was to produce no-fine aggregate concrete by using crushed clay brick aggregates. The durability of the produced concrete and internal sulfate attack was studied. For durability assessment, it is found that the no-fine concrete made with crushed brick aggregate lost about (15-25) % of its compressive strength after being subjected to 60 cycles of wetting and drying with age 120 days. The curing condition showed that the water curing improved the compressive strength with a rate higher than that when sealed or air dry curing were used. The crushed brick no-fine concrete deteriorated in compressive strength after exposure to internal sulfate attack for 60 cycles; the percentage decrease was about (23.33-25) and (25-27.5) % for 0.57 and 0.83sulfate content respectively. |
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| Publisher |
College of Engineering | University of Baghdad
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| Date |
2016-01-01
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| Type |
info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion Peer-reviewed Article |
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| Format |
application/pdf
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| Identifier |
http://joe.uobaghdad.edu.iq/index.php/main/article/view/269
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| Source |
مجلة الهندسة; مجلد 22 عدد 1 (2016): Journal of Engineering (Eng. J.); 15-30
Journal of Engineering; Vol 22 No 1 (2016): Journal of Engineering (Eng. J.); 15-30 2520-3339 1726-4073 |
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| Language |
eng
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| Relation |
http://joe.uobaghdad.edu.iq/index.php/main/article/view/269/235
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| Rights |
Copyright (c) 2016 Eng. J.
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