Chloride resistance of concrete containing palm oil fuel ash
Experimental study was conducted to investigate the chloride resistance of concrete containing palm oil fuel ash (POFA). Ground POFA was used to partially replace Portland cement Type I, by 20% by weight of binder in order to prepare POFA concrete. Water cement ratio of 0.28 was used and high water...
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my.utm.370992017-10-13T11:02:39Z http://eprints.utm.my/id/eprint/37099/ Chloride resistance of concrete containing palm oil fuel ash Bamaga, Saleh Ismail, Mohamed A. Hussin, Mohd. Warid TA Engineering (General). Civil engineering (General) Experimental study was conducted to investigate the chloride resistance of concrete containing palm oil fuel ash (POFA). Ground POFA was used to partially replace Portland cement Type I, by 20% by weight of binder in order to prepare POFA concrete. Water cement ratio of 0.28 was used and high water reducing admixture was added to maintain workability. POFA concrete was investigated and tested for compressive strength at ages of 7, 28 and 90 days. Rapid chloride penetration test (ASTM C1202) and salt ponding test (ASTM C1543) were conducted on standard concrete specimens to investigate the chloride resistance of concrete. The results showed that the compressive strength of POFA concrete was improved comparing with plain concrete. The results of chloride penetration tests revealed that significant improvement in terms of chloride resistance could be obtained by using 20 % of ground POFA in concrete mix as cementing replacement material. ISSR 2010-12 Article PeerReviewed text/html en http://eprints.utm.my/id/eprint/37099/2/89 Bamaga, Saleh and Ismail, Mohamed A. and Hussin, Mohd. Warid (2010) Chloride resistance of concrete containing palm oil fuel ash. Concrete Research Letters, 1 (4). pp. 158-166. ISSN 2180-1371 |
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TA Engineering (General). Civil engineering (General) Bamaga, Saleh Ismail, Mohamed A. Hussin, Mohd. Warid Chloride resistance of concrete containing palm oil fuel ash |
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Experimental study was conducted to investigate the chloride resistance of concrete containing palm oil fuel ash (POFA). Ground POFA was used to partially replace Portland cement Type I, by 20% by weight of binder in order to prepare POFA concrete. Water cement ratio of 0.28 was used and high water reducing admixture was added to maintain workability. POFA concrete was investigated and tested for compressive strength at ages of 7, 28 and 90 days. Rapid chloride penetration test (ASTM C1202) and salt ponding test (ASTM C1543) were conducted on standard concrete specimens to investigate the chloride resistance of concrete. The results showed that the compressive strength of POFA concrete was improved comparing with plain concrete. The results of chloride penetration tests revealed that significant improvement in terms of chloride resistance could be obtained by using 20 % of ground POFA in concrete mix as cementing replacement material. |
format |
Article |
author |
Bamaga, Saleh Ismail, Mohamed A. Hussin, Mohd. Warid |
author_facet |
Bamaga, Saleh Ismail, Mohamed A. Hussin, Mohd. Warid |
author_sort |
Bamaga, Saleh |
title |
Chloride resistance of concrete containing palm oil fuel ash |
title_short |
Chloride resistance of concrete containing palm oil fuel ash |
title_full |
Chloride resistance of concrete containing palm oil fuel ash |
title_fullStr |
Chloride resistance of concrete containing palm oil fuel ash |
title_full_unstemmed |
Chloride resistance of concrete containing palm oil fuel ash |
title_sort |
chloride resistance of concrete containing palm oil fuel ash |
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ISSR |
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2010 |
url |
http://eprints.utm.my/id/eprint/37099/2/89 http://eprints.utm.my/id/eprint/37099/ |
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13.211869 |