Redesain Dimensi Tiang Pancang Baja di Dermaga 02 Terminal Petikemas Pelabuhan Patimban
DOI:
https://doi.org/10.54324/jtt.v3i1.22Keywords:
container berth, steel pipe pile, steel pipe pile diameter, SAP2000Abstract
The port is located in Patimban, Subang district, West Java. One of the facilities in the port of Patimban is berth of the container terminal 02. The port has a length and width of 451 x 32 meters and has a steel pipe pile diameter of 1300 mm with a thickness of 19 mm that can serve ships with a size of 143.000 DWT. This final task aims to redesign the dimensions of the steel pipe pile to a diameter of 1100 mm and to find out whether the structure of the bridge that has been changed after its diameter is still strong to withstand the existing load. On this final task to find out the strength of the bridge structure using the help of the software SAP2000 and the capacity calculation of the steel pile will use the method of calculating the foundation in accordance with mayerhoff. The calculation of the base of the pile from the axial style of a pile, the lateral style, the X and Y slide survey, the two-way slide review showed the result that the berth that had been changed its dimensions to 1100 mm was still strong to withstand the existing load.
References
Bowles, J.E. (1996) Foundation Analysis and Design, Civil Engineering Materials. Available at: https://doi.org/10.1007/978-1-349-13729-9_26.
BS-5400-2-1978 (1978) ‘Steel, Concrete and Composite Bridges Part 2. Specification for Loads’.
Devita, D. (2023) ‘Kinerja dan Pengaruh Fender Dermaga 05B dan 05C Terminal Ciwandan Pelabuhan Banten’, Jurnal Teknik Transportasi, 2(1), pp. 14–32.
Haryani, E.B.S. Alamsyah, A.R, S.A. (2023) ‘Integration between ecoport management and capacity utilization of container terminals as a sustainable seaports development strategy Integration between ecoport management and capacity utilization of container terminals as a sustainable seaports developm’, in IOP Conference Series: Earth and Environmental Science, pp. 0–10. Available at: https://doi.org/10.1088/1755-1315/1221/1/012058.
Haryani, E.B.S. Simanjuntak, P.. (2023) ‘Analysis of ecoport management implementation and seaport performance Analysis of ecoport management implementation and seaport performance’, in IOP Conference Series: Earth and Environmental Science, pp. 0–9. Available at: https://doi.org/10.1088/1755-1315/1221/1/012062.
Herfrison, A. (2021) Desain Struktur Dermaga Terminal Peti Kemas No. 2 Tahap I Fase 2 Di Pelabuhan Patimban, Subang, Jawa Barat.
JICA (2017) The Preparatory Survey on Patimban Port Development Project in the Republic of Indonesia Final Report.
Kementrian Perhubungan (2022) Rencana Induk Pelabuhan Patimban.
Minmahddun, A. (2022) Analisis Daya Dukung Aksial dan Defleksi Tiang Pancang Dermaga, Jurnal Media Konstruksi.
OCDI (2020) Technical Standards and Commentaries for Port and Harbour Facilities in Japan.
Putri, C.R. (2023) ‘Penentuan Tipe Fender Dermaga Untuk Kapal Multipurpose Berukuran Maksimum 30 . 000 DWT’, Jurnal Teknik Transportasi, 2(1), pp. 1–13.
Simamora, S.C. (2023) ‘Kinerja dan Proyeksi Pelayanan Kapal di Dermaga 004 Pelabuhan Banten’, Jurnal Teknik Transportasi, 2(1), pp. 33–49.
SNI 1726 (2019) ‘Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Nongedung’. Available at: www.bsn.go.id.
Triatmodjo, B. (2010) ‘Perencanaan Pelabuhan’.
UFC (2012) ‘Unified Facilites Criteria Design: Piers and Wharves’, (September).
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2024 Ezra Valentino Gunanta

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.



