Evaluating the Compressive Strength of Artificial Aggregate Blended with Fly Ash and Rice Husk Ash

dc.citation.epage50
dc.citation.spage41
dc.citation.volume1
dc.contributor.authorP. Pratika Riris
dc.contributor.authorRaudhah Binti Ahmadi
dc.contributor.authorRezaur Rahman
dc.contributor.authorM. Abdul Mannan
dc.contributor.authorM. Ardiansyah Sidiq
dc.contributor.authorHarianto Hardjasaputra
dc.contributor.departmentFaculty of Engineering
dc.contributor.editorAhmad Beng Hong Kueh
dc.contributor.editorLukas Beladi Sihombing
dc.contributor.editorYee Yong Lee
dc.contributor.editorHarianto Hardjasaputra
dc.contributor.editorSimone Stürwald
dc.date.accessioned2026-05-12T02:21:25Z
dc.date.issued2026
dc.description.abstractIn response to the severe environmental consequences of traditional aggregate mining, such as land subsidence, land damage, and contributions to climate change, this research explores a sustainable solution. The study focused on developing and testing artificial aggregates made from industrial by-products, aiming to reduce the construction industry’s reliance on destructive mining. The primary material was fly ash, with varying amounts of rice husk ash used as a substitute to evaluate the effects on both specific gravity and strength. The manufacturing process centered on a geopolymer reaction, using an alkali activator solution of sodium silicate (Na2SiO3) and sodium hydroxide (NaOH) to bind the silica and alumina present in the ashes. A specific silica-to-alumina (SiO2/Al2O3) ratio of 2.6–3.6 was maintained. After forming the mixture into pellets, the aggregates were subjected to two distinct curing regimens for hardening: a rapid, hightemperature treatment at 600 °C for four hours, and a long-term cure over 28 days at ambient temperature. The results of strength testing conclusively validated the approach. The primary finding was that incorporating rice husk ash significantly enhanced the aggregate’s durability. An optimal mixture was identified where a 5% substitution of fly ash with rice husk ash yielded the strongest final product. This successful outcome confirms the viability of using these industrial wastes as high-quality construction materials, presenting a promising pathway toward a more sustainable building industry.
dc.description.referencesUncontrolled Keywords: Artificial Aggregate, Building Material, Coarse Aggregate, Fly Ash, Rice Husk.
dc.description.statusPublished
dc.identifier.citationRiris, P. P., Ahmadi, R., Rahman, R., Mannan, M. A., Sidiq, M. A., & Hardjasaputra, H. (2026). Evaluating the Compressive Strength of Artificial Aggregate Blended with Fly Ash and Rice Husk Ash. In Proceedings of the 9th International Conference of EURO ASIA Civil Engineering Forum - Volume 1 (pp. 41-50). Springer Nature Singapore Pte Ltd. https://doi.org/10.1007/978-981-95-6895-6_4
dc.identifier.doihttps://doi.org/10.1007/978-981-95-6895-6_4
dc.identifier.emailaraudhah@unimas.my
dc.identifier.urihttps://link.springer.com/chapter/10.1007/978-981-95-6895-6_4
dc.identifier.urihttps://scholarhub.unimas.my/handle/123456789/699
dc.publisherSpringer Nature Singapore Pte Ltd
dc.publisher.placeSingapore
dc.relation.ispartofProceedings of the 9th International Conference of EURO ASIA Civil Engineering Forum - Volume 1
dc.relation.ispartofseriesLecture Notes in Civil Engineering
dc.titleEvaluating the Compressive Strength of Artificial Aggregate Blended with Fly Ash and Rice Husk Ash
dc.type.statusYes

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