Analisis Fasilitas Sisi Udara Bandar Udara Internasional Dhoho Kediri dengan Menggunakan Building Information Modelling (BIM)

Fayyad, Arvin Jastin (2024) Analisis Fasilitas Sisi Udara Bandar Udara Internasional Dhoho Kediri dengan Menggunakan Building Information Modelling (BIM). Other thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Proyek pembangunan Bandara Internasional Dhoho Kediri, Jawa Timur, melibatkan pembangunan landasan pacu sepanjang 3,6 km yang melewati Sungai Kolokoso dan Sungai Hadisingat. Diperlukan pengalihan alur sungai melalui pembangunan dua struktur box culvert: Box Culvert Charlie (tinggi 6,8 m, lebar 15,9 m, panjang 425 m) dan Box Culvert Bravo (tinggi 7,3 m, lebar 11 m, panjang 540 m). Proyek ini diperkirakan memakan waktu 5 tahun.
Dalam analisis menggunakan Building Information Modeling (BIM), data yang dibutuhkan meliputi pergerakan pesawat, tanah timbunan runway, dan dimensi box culvert eksisting. Berdasarkan analisis FAARFIELD, ketebalan perkerasan runway maksimum yang dihasilkan oleh CBR terkecil untuk pemodelan di Revit adalah 546 mm. Penurunan tanah sebesar 26,4 cm terjadi pada pemodelan box culvert dengan 7 tiang di bawahnya serta perkuatan stone column pada runway.
Pemodelan 3D di Revit memberikan volume material untuk penjadwalan proyek yang kemudian diintegrasikan dalam Kurva-S dan Critical Path Method. Hasil ini dimasukkan ke Naviswork Manage untuk Clash Detection Analysis. Simulasi menunjukkan durasi konstruksi 580 hari dengan Timeliner Kurva-S dan 474 hari dengan Critical Path. Setelah Clash Detection, ditemukan bentrokan pada pemodelan box culvert. Setelah perbaikan, didapatkan 0 clash pada Naviswork Manage. Dengan demikian, durasi konstruksi dapat diefisiensikan dari 580 hari menjadi 474 hari dengan penjadwalan berdasarkan Critical Path Method.
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The construction project of Dhoho International Airport in Kediri, East Java, involves the construction of a 3.6 km runway that passes through the Kolokoso River and Hadisingat River. It is necessary to divert the river channel through the construction of two box culvert structures: Box Culvert Charlie (6.8 m high, 15.9 m wide, 425 m long) and Box Culvert Bravo (7.3 m high, 11 m wide, 540 m long). This project is estimated to take 5 years.
In the analysis using Building Information Modeling (BIM), the data needed includes aircraft movements, runway embankment, and dimensions of the existing box culvert. Based on the FAARFIELD analysis, the maximum runway pavement thickness produced by the smallest CBR for modeling in Revit is 546 mm. Land subsidence of 26.4 cm occurs in the modeling of the box culvert with 7 pillars underneath and stone column reinforcement on the runway.
3D modeling in Revit provides material volumes for project scheduling which are then integrated into the S-Curve and Critical Path Method. The result is fed into Naviswork Manage for Clash Detection Analysis. Simulation shows construction duration of 580 days with S-Curve Timeliner and 474 days with Critical Path. After Clash Detection, clashes were found in box culvert modeling. After improvement, 0 clashes were obtained in Naviswork Manage. Thus, construction duration can be streamlined from 580 days to 474 days with scheduling based on Critical Path Method.

Item Type:	Thesis (Other)
Uncontrolled Keywords:	Runway, Box Culvert, Building Information Modelling, Runway, Box Culvert, Building Information Modelling
Subjects:	T Technology > TE Highway engineering. Roads and pavements > TE7.H5 Airports--Planning. Airport terminals--Planning
Divisions:	Faculty of Civil, Environmental, and Geo Engineering > Civil Engineering > 22201-(S1) Undergraduate Theses
Depositing User:	Arvin Jastin Fayyad
Date Deposited:	01 Aug 2024 07:37
Last Modified:	01 Aug 2024 07:37
URI:	http://repository.its.ac.id/id/eprint/110364

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