Analisis Kekuatan Tiang Pancang Dermaga Internasional PT. Terminal Petikemas Surabaya Akibat Peningkatan Kapasitas Pelayanan Dermaga

Atho'illah, Thoriq (2024) Analisis Kekuatan Tiang Pancang Dermaga Internasional PT. Terminal Petikemas Surabaya Akibat Peningkatan Kapasitas Pelayanan Dermaga. Other thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

PT. TPS ingin meningkatkan kapasitas dermaganya dari 65.000 DWT menjadi 150.000 DWT. Namun, kedalaman dermaga internasional saat ini tidak dapat menampung draft kapal 150.000 DWT. Selain itu, PT.TPS berencana melebarkan dermaga internasionalnya selebar 30 meter ke arah utara untuk mengatasi kurangnya kedalaman air. Analisis kekuatan tiang pancang dermaga internasional PT. TPS diperlukan karena banyaknya aktivitas yang terjadi di dermaga internasional PT. TPS dan beberapa faktor yang telah diuraikan di atas. Analisis kekuatan tiang pancang menggunakan software SAP2000. Analisa ini bertujuan untuk mengetahui apakah tiang pancang masih “aman” dengan peningkatan kapasitas yang terjadi. Dari hasil analisis yang dilakukan, didapat capacity ratio terbesar yang terjadi pada piles di struktur sesuai rencana sebesar 0.4184. Sedangkan untuk piles yang mengalami pembebanan terbesar ada pada piles frame 736, 738, 744 dan 746 dengan capacity ratio sama besar yaitu sebesar 0.4184. Dari hasil running analysis juga didapat defleksi sebesar 0.003092 m. Kedua defleksi yang terjadi pada masing-masing pile dengan pembebanan terbesar masih dibawah toleransi defleksi ijin (0.0485 m). Kedua hasil ini dapat disimpulkan bahwa struktur dermaga dikategorikan masih aman.
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PT. TPS wants to increase its dock capacity from 65,000 DWT to 150,000 DWT. However, the current depth of the international jetty cannot accommodate the draft of a 150,000 DWT vessel. In addition, PT TPS plans to widen its international wharf by 30 meters to the north to overcome the lack of water depth. A pile strength analysis of the international quay of PT TPS is required due to the many activities that occur at the international quay of PT TPS and some of the factors described above. Analysis of pile strength using SAP2000 software. This analysis aims to determine whether the piles are still “safe” with the increased capacity that occurs. From the results of the analysis conducted, the largest capacity ratio obtained occurred in the piles in the structure according to the plan of 0.4184. As for the piles that experience the largest loading, there are piles frame 736, 738, 744 and 746 with the same capacity ratio of 0.4184. From the results of running analysis also obtained a deflection of 0.003092 m. Both deflections that occur in each pile with the largest loading are still below the allowable deflection tolerance (0.0485 m). These two results can be concluded that the pier structure is categorized as safe.

Item Type:	Thesis (Other)
Uncontrolled Keywords:	Dermaga, Tiang pancang, SAP2000, Port, Pile, SAP2000
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA780.C29 Piling (Civil engineering) T Technology > TC Hydraulic engineering. Ocean engineering > TC203.5 Coastal engineering T Technology > TC Hydraulic engineering. Ocean engineering > TC205 Harbors--Design and construction. T Technology > TC Hydraulic engineering. Ocean engineering > TC357 Harbor Engineering. Piers, quays, and wharves
Divisions:	Faculty of Marine Technology (MARTECH) > Ocean Engineering > 38201-(S1) Undergraduate Thesis
Depositing User:	Moch. Thoriq Atho'illah
Date Deposited:	05 Aug 2024 06:25
Last Modified:	05 Aug 2024 06:25
URI:	http://repository.its.ac.id/id/eprint/110772

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