KESAN KANDUNGAN ABU BAHAN API KELAPA SAWIT ULTRA-HALUS SEBAGAI PENGGANTI SIMEN TERHADAP PRESTASI KEBOLEHKERJAAN DAN MEKANIKAL KONKRIT AGREGAT KITAR SEMULA MAMPAT KENDIRI
Abstract
Kajian ini bertujuan menilai kebolehlaksanaan penggunaan ultra-fine palm oil fuel ash (UPOFA) sebagai penggantian separa simen dalam self-compacting recycled aggregate concrete (SCRAC) yang menggunakan 100% agregat kasar kitar semula. UPOFA digunakan pada kadar penggantian 0%, 10%, 15% dan 20% daripada berat simen. Penilaian prestasi dijalankan melalui ujian kebolehkerjaan (slump flow) serta ujian kekuatan mampatan dan lenturan mengikut piawaian ASTM dan BS yang berkaitan. Keputusan menunjukkan bahawa peningkatan kandungan UPOFA meningkatkan masa aliran runtuh daripada 4.10 s kepada 6.11 s, namun masih berada dalam julat piawaian self-compacting concrete (SCC), menunjukkan kebolehkerjaan yang memuaskan. Dari segi kekuatan mampatan, peningkatan ketara diperhatikan pada umur 28 hari, daripada kira-kira 14 MPa (0% UPOFA) kepada 52 MPa (20% UPOFA), iaitu peningkatan sekitar 270%. Kekuatan lenturan turut meningkat daripada 4.1 MPa kepada 7.2 MPa, bersamaan peningkatan kira-kira 75%. Secara keseluruhan, penggunaan sehingga 20% UPOFA didapati mampu meningkatkan prestasi mekanikal SCRAC tanpa menjejaskan kebolehkerjaan, sekali gus membuktikan potensinya sebagai bahan tambah simen yang lestari dalam konkrit mampat kendiri.
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Akhtam H. Alani, M. Azmi Megat Johari, A. Tareq Noaman, N. Muhamad Bunnori, T.A. Majid (2022). Effect of the incorporation of PET fiber and ternary blended binder on the flexural and tensile behaviour of ultra-high performance green concrete. Construction and Building Materials, 331, 127306. https://doi.org/10.1016/j.conbuildmat.2022.127306
ASTM International. (2005). ASTM C1611/C1611M-05: Standard test method for slump flow of self-consolidating concrete. ASTM International.
British Standards Institution. (2019). BS EN 12390-3:2019. Testing hardened concrete—Part 3: Compressive strength of test specimens. BSI Standards Publication.
British Standards Institution. (2021). BS EN 12504-2:2021. Testing concrete in structures—Part 2: Non-destructive testing—Determination of rebound number. BSI Standards Publication.
Dabbour, B. S. A., Mohd Zahid, M. Z. A., Abu Bakar, B. H., & Rahman, N. A. (2026). Effect of rubber content on the mechanical and durability properties of recycled aggregate concrete reinforced with steel fibres and modified with silica fume. Journal of Building Engineering, 123, 115805. https://doi.org/10.1016/j.jobe.2026.115805
Hou, M., Zhong, Y., & Hansen, W. (2025). Correlating frost durability and liquid transport properties of concrete with a modified penetration depth model: Effect of aggregate, water/cementitious ratio, and supplementary cementitious materials. Case Studies in Construction Materials, 22, e04597. https://doi.org/10.1016/j.cscm.2025.e04597
International Energy Agency, & World Business Council for Sustainable Development. (2018). Technology roadmap: Low-carbon transition in the cement industry. International Energy Agency.
Karthik, S., Srinivasnaik, M., Kasirajan, G., Kumar, R. S., Govindarajan, S., & Sethu Ramalingam, P. (2024). Evaluation of the mechanical performance and durability of concrete using reinforced cement concrete in the partial replacement of coarse and fine aggregates. Materials Today: Proceedings. https://doi.org/10.1016/j.matpr.2024.05.123
Mandal, R., Panda, S. K., & Nayak, S. (2024). Evaluation of rheological properties of sustainable self-compacting recycled aggregate concrete produced by two- stage mixing approach. Journal of Building Engineering, 87. https://doi.org/10.1016/j.jobe.2024.109126
Ozawa K., Maekawa K., and Okamura H., (1989). Development of the high-performance concrete, Proceedings of JSI, 1989, 11, 1, p. 699-704.
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