Article Per Year (5 Year)
p-Index From 2021 - 2026
0.444
P-Index
This Author published in this journals
All Journal Syntax Literate: Jurnal Ilmiah Indonesia Industrial Research Workshop and National Seminar
Yacub, Garin
Unknown Affiliation
Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Mechanical Engineering Social Sciences Other

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
Penerapan Konstruksi Digital Menggunakan Autodesk Revit untuk Acuan Pelaksanaan Bangunan Gedung 4 Lantai Fadilah, Ferdi; Anggraeni, Syafitri; Kasyanto, Heri; Yacub, Garin
Prosiding Industrial Research Workshop and National Seminar Vol. 16 No. 1 (2025): Vol. 16 No. 1 (2025): Prosiding 16th Industrial Research Workshop and National
Publisher : Politeknik Negeri Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35313/irwns.v16i1.6704

Abstract

Gedung kantor ini dibangun di atas lahan seluas 4.669,473 m2 dengan total luas bangunan 844,56 m2 dan tinggi 21,175 m. Gedung ini terdiri dari 1 lantai dasar (ground floor), 3 lantai utama, 1 lantai atap tangga, dan atap dak beton. Gambar kerja (shopdrawing) adalah acuan utama dalam proses konstruksi bangunan, gambar kerja yang kurang detail akan menyebabkan proses pembangunan mengalami keterlambatan. Untuk mengantisipasi kesalahan dan keterlambatan dalam proses pengerjaan konstruksi maka dibutuhkan pemodelan 3D, dimana dalam penelitian ini menggunakan Autodesk Revit sebagai software utama dan Tekla Structure sebagai software pendukung. Bangunan yang dimodelkan adalah struktur, arsitektur dan plumbing. Semua komponen dimodelkan dan ketiganya digabungkan dalam satu model yang terintegrasi menggunakan Autodesk Naviswork Manage untuk mengantisipasi clash pada konstruksi tersebut. Hasil dari penelitian ini adalah model 3D bangunan gedung 4 lantai baik pada kategori struktur, arsitektur maupun plumbing sebagai acuan dalam pelaksanaan konstruksi bangunan. Setelah menerapkan gambar 2D yang terdapat dilapangan kedalam model 3D maka terdapat beberapa komponen yang tidak sesuai dengan posisi yang seharusnya (terjadi clash) antara struktur dengan plumbing maupun dengan arsitektur. Berdasarkan hasil koordinasi dan clash detection check pada model gedung kantor 4 lantai ini ditemukan 177 clash dan dilakukan perbaikan sehingga terbebas dari clash.
Analysis of Runway Pavement Thickness Using FAA and LCN Methods Yacub, Garin; Aulia, Askia Esa; Birahmatika, Lilla Anjani; Purba, Jhon Hardy
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v11i4.64080

Abstract

Runways are crucial components of airport air transportation systems, serving as the primary surfaces for aircraft takeoffs and landings. To withstand the repetitive loading from various aircraft types, runway pavements must be designed with precise thickness in accordance with applicable technical standards. Despite the availability of various design guidelines, a notable research gap exists in the comparative evaluation of these methods for high-traffic runways to balance structural safety with modern economic and environmental sustainability goals. This study addresses this gap by analyzing the pavement thickness of Runway 3 at Soekarno-Hatta International Airport using two widely applied calculation methods: the Federal Aviation Administration (FAA) method and the Load Classification Number (LCN) method. The analysis utilized secondary data obtained directly from PT Angkasa Pura II, encompassing the dominant aircraft type (Boeing 737-800), annual aircraft movement volume, subgrade California Bearing Ratio (CBR) value (6%), and the specifications of the applied pavement materials. Calculations indicate that the FAA method requires a total pavement thickness of 990 mm, whereas the LCN method yields a lower thickness requirement of 889 mm. These findings demonstrate that the LCN method is more efficient than the FAA method within the context of Runway 3. The practical implications of this 101 mm difference in thickness are highly significant; the application of the LCN method directly contributes to reduced construction costs, minimizes material consumption, and supports sustainability objectives by lowering carbon emissions during the production and construction phases. In conclusion, this study strongly recommends the adoption of the LCN method in the development of modern airport infrastructure, as it has proven capable of meeting stringent safety standards while comprehensively optimizing economic efficiency and infrastructure sustainability.
Co-Authors Anggraeni, Syafitri Aulia, Askia Esa Birahmatika, Lilla Anjani Fadilah, Ferdi Heri Kasyanto, Heri Purba, Jhon Hardy