Durability of concrete containing metakaolin and palm oil fuel ash under cyclic environment

Concrete incorporating metakaolin (MK) and palm oil fuel ash (POFA) was suggested as both binary- and ternary-blended concrete. The durability of concrete blended with MK and POFA was assessed through exposure to sodium chloride under wetting and drying cycles. Changes in compressive strength and the resistance of chloride penetration of the concrete mixtures were evaluated. The results indicated that MK and POFA enhanced the compressive strength of concrete at later ages. The compressive strength increased during sodium chloride exposure relative to water curing until a specific limit, but it began to decline after 300 days. MK and POFA demonstrated very low chloride ion permeability in concrete, as proposed by ASTM C1202, and decreased the depth of chloride penetration to less than 14 mm. The enhancement of durability performance is attributed to the pore refinement, pozzolanic activity, and chloride binding capacity of MK and POFA. X-ray diffraction and scanning electron microscopy of the combined effect of MK and POFA in concrete revealed an enhancement in the microstructure and the resistance to chloride penetration.

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Publication Details

Journal
Emerging Materials Research
Published
2025-05-30
DOI
https://doi.org/10.1680/jemmr.24.00112
Citations
2
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
1.91
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article

Durability of concrete containing metakaolin and palm oil fuel ash under cyclic environment

Hesham Hussein Rassem, Mohammed A. Mansour, Abdullah Faisal Alshalif, Mohd Hanif Ismail
2 citations
Emerging Materials Research
Concrete and Cement Materials Research
1.91
article

Durability of concrete containing metakaolin and palm oil fuel ash under cyclic environment

Hesham Hussein Rassem, Mohammed A. Mansour, Abdullah Faisal Alshalif, Mohd Hanif Ismail
article en
2 citations

Abstract

Concrete incorporating metakaolin (MK) and palm oil fuel ash (POFA) was suggested as both binary- and ternary-blended concrete. The durability of concrete blended with MK and POFA was assessed through exposure to sodium chloride under wetting and drying cycles. Changes in compressive strength and the resistance of chloride penetration of the concrete mixtures were evaluated. The results indicated that MK and POFA enhanced the compressive strength of concrete at later ages. The compressive strength increased during sodium chloride exposure relative to water curing until a specific limit, but it began to decline after 300 days. MK and POFA demonstrated very low chloride ion permeability in concrete, as proposed by ASTM C1202, and decreased the depth of chloride penetration to less than 14 mm. The enhancement of durability performance is attributed to the pore refinement, pozzolanic activity, and chloride binding capacity of MK and POFA. X-ray diffraction and scanning electron microscopy of the combined effect of MK and POFA in concrete revealed an enhancement in the microstructure and the resistance to chloride penetration.

Emerging Materials ResearchVol. 14(2)
Hodeidah University (YE), Tun Hussein Onn University of Malaysia (MY)
Openalex Percentile: Top 15%
Concrete and Cement Materials Research
1.91
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Durability of concrete containing metakaolin and palm oil fuel ash under cyclic environment — Hesham Hussein Rassem, Mohammed A. Mansour, et al. · Emerging Materials Research (2025) | TGRS Research Map | TGRS