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STUDI KASUS PERBANDINGAN PRODUKTIVITAS PEMODELANBIM: PRECAST VS TRADISIONAL Rahardian, Reza; Ma’mun, Haromi; Belly Saptiansyah, Belly; naimatunnisa; Tanne, Yongki Alexander; Falderika
CRANE: Civil Engineering Research Journal Vol 6 No 2 (2025): CRANE
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Ilmu Komputer, Universitas Komputer Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34010/crane.v6i2.16202

Abstract

Productivity in Building Information Modeling (BIM) modeling plays a key role in project efficiency. However, the comparison between precast and traditional methods is still rarely studied. This research investigates the productivity comparison between BIM modeling methods and traditional construction execution on the Rumah Sakit Mitra Pumbon Subang project. The study uses a descriptive quantitative approach with data collected through 3D modeling (Autodesk Revit), scheduling (Microsoft Project), and 4D simulation (Autodesk Navisworks). The results show that BIM modeling requires more time (28 days) compared to the precast method (41 days) due to design complexity and more detailed object modeling in Revit compared to traditional CAD drawings. Meanwhile, the traditional construction method takes longer (153 days) compared to the precast method (137 days), due to the standardization advantages of precast work. In terms of material needs, BIM provides more precise calculations using the "Duplicate with Full Properties" and "Rebar Template Library" features in Revit. In conclusion, BIM modeling takes longer, but offers better precision and physical efficiency. This research emphasizes the importance of selecting the appropriate modeling method for optimal construction performance.
PENGARUH NANO SIO2 TERHADAP KINERJA CAMPURAN ASPAL PORUS MENGGUNAKAN MATERIAL LOKAL Falderika; Muhammad Naufal Abduraup
Jurnal Teknik Sipil Vol. 18 No. 2 (2025)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24002/jts.v18i2.9852

Abstract

Perkerasan aspal porus adalah teknologi perkerasan yang memiliki rongga besar, sehingga memiliki stabilitas yang rendah. Penelitian ini memanfaatkan campuran aspal porus dengan aspal Pen 60/70 serta penambahan Nano SIO2 sebagai filler, Penelitian dilakukan untuk mengetahui pengaruh penambahan Nano SIO2 sebagai bahan filler terhadap kinerja aspal porus, menggunakan agregat lokal. Kinerja campuran diukur berdasarkan hasil pengujian Marshall, Cantabro Loss dan Asphalt Drain Down. Dari hasil pengujian Marshall Nilai stabilitas tertinggi yaitu sebesar 691,3 kg pada variasi campuran 4% Nano SIO2. Nilai VIM menurun pada setiap variasi penambahan Nano SiO2. Nilai Flow meningkat pada penambahan 2% Nano SiO2, namun menurun kembali pada variasi 4%. Cantabro Loss meningkat seiring dengan penambahan Nano SiO2, sementara Asphalt Drain Down menurun setelah penambahan Nano SiO2. Berdasarkan hasil pengujian tersebut dapat disimpulkan bahwa Penambahan Nano SIO2 berpengaruh pada campuran aspal porus, di mana peningkatan jumlah persentase Nano SIO2 mampu meningkatkan stabilitas aspal porus.