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dc.contributor.advisorNursyamsi
dc.contributor.authorSilaban, Naomi Felecia
dc.date.accessioned2024-09-06T08:45:06Z
dc.date.available2024-09-06T08:45:06Z
dc.date.issued2024
dc.identifier.urihttps://repositori.usu.ac.id/handle/123456789/96916
dc.description.abstractPlastic waste in Indonesia is a significant environmental problem. Each year, the amount of plastic waste continues to increase. One alternative to reduce plastic waste in Indonesia is by utilizing it in the construction field for beneficial infrastructure development. Specifically, we can use polyethylene terephthalate (PET) plastic waste as a constituent material in Self-Compacting Concrete (SCC). In this study, PET is used as a substitute for coarse aggregate, with variations of 0%, 5%, 10%, 15%, and 20% by weight. The testing conducted includes fresh concrete tests (slump flow, L-shape box, V-funnel) and hardened concrete tests (compressive strength and split tensile strength) using cylindrical specimens with a diameter of 15 cm and height of 30 cm. The results indicate that the slump flow and L-shape box values decrease as the PET substitution percentage increases. Conversely, the v-funnel value increases with higher PET substitution. The compressive strength values for the various PET percentages are as follows: 23.53 MPa (0%), 21.79 MPa (5%), 21.19 MPa (10%), 20.19 MPa (15%), and 16.87 MPa (20%). Additionally, the split tensile strength values are 2.63 MPa (0%), 2.07 MPa (5%), 1.83 MPa (10%), 1.56 MPa (15%), and 1.44 MPa (20%)en_US
dc.language.isoiden_US
dc.publisherUniversitas Sumatera Utaraen_US
dc.subjectPET Plastic Wasteen_US
dc.subjectSelf-Compacting Concreteen_US
dc.subjectCompressive Strengthen_US
dc.subjectSplit Tensile Strengthen_US
dc.subjectSDGsen_US
dc.titlePemanfaatan Limbah Plastik Polyethilene Terephthalate (PET) Sebagai Substitusi Agregat Kasar pada Beton SCCen_US
dc.title.alternativeAbstract Final Project: Utilization of Polyethilene Terephthalate (PET) Plastic Waste as a Substitution for Coarse Aggregat in SCC Concreteen_US
dc.typeThesisen_US
dc.identifier.nimNIM200404138
dc.identifier.nidnNIDN0023067701
dc.identifier.kodeprodiKODEPRODI22201#Teknik Sipil
dc.description.pages198 Pagesen_US
dc.description.typeSkripsi Sarjanaen_US


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