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dc.contributor.advisorKarolina, Rahmi
dc.contributor.authorSitumorang, Ray Juan Abednego
dc.date.accessioned2025-05-02T08:22:33Z
dc.date.available2025-05-02T08:22:33Z
dc.date.issued2024
dc.identifier.urihttps://repositori.usu.ac.id/handle/123456789/103566
dc.description.abstractThis study aims to evaluate the splitting tensile strength analysis of high-quality concrete with bottom ash as a substitute for sand on the splitting tensile strength of high-quality concrete at various immersion ages. Bottom ash is waste from the coal combustion process, and is expected to be used as a substitute material in concrete mixtures. The use of bottom ash in Indonesia as a construction material is not optimal. One of the uses of bottom ash as a material to add fine aggregate to concrete. The method used in this study is experimental with test objects made in the form of cylinders with a diameter of 150 mm and a height of 300 mm with variations of Bottom Ash 10%, 20%, 30%, 40%, and 50% and with variations of time 3, 7, 14, and 28 days. The results showed that the optimum splitting tensile strength variation occurred at a variation of 10% bottom ash with a compressive strength of 5.26 MPa with a soaking time of 28 days. The splitting tensile strength decreased as the variation was increased.en_US
dc.language.isoiden_US
dc.publisherUniversitas Sumatera Utaraen_US
dc.subjecthigh-quality concreteen_US
dc.subjectbottom ashen_US
dc.subjectconcrete splitting tensile strengthen_US
dc.titleAnalisa Kuat Tarik Belah pada Beton Mutu Tinggi dengan Bottom Ash sebagai Pengganti Agregat Halus pada Berbagai Umur Perendamanen_US
dc.title.alternativeAnalysis of Split Tensile Strength of High Quality Concrete with Bottom Ash as a Substitution for Fine Aggregate at Various Agesen_US
dc.typeThesisen_US
dc.identifier.nimNIM200404109
dc.identifier.nidnNIDN0018038205
dc.identifier.kodeprodiKODEPRODI22201#Teknik Sipil
dc.description.pages107 Pagesen_US
dc.description.typeSkripsi Sarjanaen_US
dc.subject.sdgsSDGs 9. Industry Innovation And Infrastructureen_US


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