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dc.contributor.advisorAswin, Muhammad
dc.contributor.authorFajari, Muhammad Raihan
dc.date.accessioned2025-07-21T08:25:16Z
dc.date.available2025-07-21T08:25:16Z
dc.date.issued2025
dc.identifier.urihttps://repositori.usu.ac.id/handle/123456789/106043
dc.description.abstractRoad pavement plays a vital role in transportation infrastructure, but it often experiences quality degradation due to traffic loads and environmental conditions. To address challenges in pavement quality and durability caused by heavy traffic loads and the accumulation of industrial and household waste such as fly ash, palm shell ash, styrofoam, and crumb rubber, innovative pavement materials that are strong, durable, and environmentally friendly are needed. This study aims to examine the impact and fire resistance of CR-ECC (Engineered Cementitious Composite) composites used as grouting in gravel with porous asphalt gravel based on styrofoam, crumb rubber, and crumb rubber-styrofoam. This composite utilizes fly ash and palm shell ash as cementitious materials to support the concept of sustainable construction. The research method involves experiments with four variations of cube-shaped specimens measuring 15x15x15 cm, tested at 3 and 7 days of age. Subsequently, impact testing (10 blows, 11.15 kg load, 457 mm drop height) and fire resistance testing (17-minute burning and temperature measurement at 5 points) were conducted. The test results show that the porous asphalt gravel CR-ECC composite at 3 days of age produced the smallest indentation diameter (46.3 mm) and average depth (4.8 mm) but was prone to cracking after 10 impacts, with cracks appearing at the 4th blow. In the fire resistance test, the porous asphalt gravel variation recorded a temperature of 402.1°C (point 1) at the 17th minute. The addition of styrofoam, crumb rubber, or crumb rubber-styrofoam improved fire resistance, with temperatures reaching 464.8°C (observation point 1 at 3 days for the styrofoam variation), 487.8°C (observation point 1 at 3 days for the crumb rubber variation), and 512.3°C (observation point 1 at 3 days for the crumb rubber-styrofoam variation). Therefore, it can be concluded that there was an increase in crack resistance and temperature resistance due to the additive properties that can withstand impact loads, inhibit asphalt melting, and prevent heat dispersion.en_US
dc.language.isoiden_US
dc.publisherUniversitas Sumatera Utaraen_US
dc.subjectPavementen_US
dc.subjectporous asphalt gravel compositeen_US
dc.subjectCR-ECCen_US
dc.subjectfly ashen_US
dc.subjectpalm shell ashen_US
dc.subjectstyrofoamen_US
dc.subjectcrumb rubberen_US
dc.subjectimpact resistanceen_US
dc.subjectfire resistanceen_US
dc.titleKajian Ketahanan Uji Impact dan Tahan Api terhadap Komposit CR-ECC Kerikil Aspal Porous Berbasis Styrofoam, CR, dan CR-Styrofoamen_US
dc.title.alternativeStudy on Impact Resistance and Fire Resistance of CR-ECC Composite Based on Porous Asphalt Gravel with Styrofoam, CR, and CR-Styrofoamen_US
dc.typeThesisen_US
dc.identifier.nimNIM210404055
dc.identifier.nidnNIDN0018046901
dc.identifier.kodeprodiKODEPRODI22201#Teknik Sipil
dc.description.pages212 Pagesen_US
dc.description.typeSkripsi Sarjanaen_US
dc.subject.sdgsSDGs 11. Sustainable Cities And Communitiesen_US


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