Perencanaan Pondasi Breasting Dolphin Akibat Pengembangan Dermaga Pada Terminal Eks JICT-2 Pelabuhan Tanjung Priok

Pamungkas, Ksatria Aji (2025) Perencanaan Pondasi Breasting Dolphin Akibat Pengembangan Dermaga Pada Terminal Eks JICT-2 Pelabuhan Tanjung Priok. Other thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Pelabuhan Tanjung Priok, yang terletak di Jakarta Utara, merupakan pelabuhan terbesar di Indonesia. Saat ini, pelabuhan tersebut sedang menjalankan program revitalisasi terhadap terminal eks Jakarta International Container Terminal (JICT) 2. Dermaga eks JICT-2 direncanakan untuk melayani kapal kontainer dengan kapasitas maksimum 30.000 DWT dan draft hingga 10,7 meter. Untuk mengakomodasi kapal tersebut, kedalaman kolam dermaga akan ditingkatkan dari -9 meter LWS (Low Water Spring) menjadi -12 meter LWS. Demi mendapatkan stabilitas dermaga yang kuat dan aman setelah dilakukan pengembangan dermaga, dilakukan perencanaan pondasi breasting dolphin. Pondasi breasting dolphin direncanakan untuk mampu menahan beban tumbukan kapal (berthing force) sebesar 69,85 ton. Berdasarkan hasil perencanaan, dimensi pilecap breasting dolphin ditetapkan sebesar 6000 × 5500 mm dengan ketebalan 1500 mm. Struktur ini ditopang oleh tiang pancang baja tipe SPP (Steel Pipe Pile) dengan panjang total 21 meter, di mana 10 meter di antaranya tertanam di dalam tanah. Konfigurasi tiang terdiri atas 6 tiang miring dengan kemiringan 1:6 dan 4 tiang tegak. Sistem fender yang dirancang untuk menyerap energi tumbukan kapal menggunakan tipe Super Cone 900H dengan jarak pemasangan antar fender sebesar 15.000 mm. Selain itu, perencanaan juga mencakup pemasangan Tee Bollard dengan kapasitas tarik sebesar 50 ton sebagai sistem penambat kapal. Hasil perencanaan ini diharapkan dapat menjadi referensi teknis dalam pengembangan dan pelaksanaan proyek-proyek serupa di masa yang akan datang.
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Tanjung Priok Port is the largest port in Indonesia, located in Tanjung Priok, North Jakarta. The port is currently undertaking a revitalization plan for the former Jakarta International Container Terminal (JICT) 2. The planned vessels to operate at the Former JICT-2 Wharf are container ships with a maximum capacity of 30,000 DWT and a maximum draft of 10.7 meters. Consequently, the berth basin depth will be increased from -9 meters LWS (Low Water Spring) to -12 meters LWS.To ensure the structural stability and safety of the wharf after the development, the design of a breasting dolphin foundation is carried out. The breasting dolphin foundation is designed to withstand a berthing force of 69.85 tons. Based on the design, the dimensions of the breasting dolphin pile cap are 6000 × 5500 mm with a thickness of 1500 mm. The piles used are SPP (Steel Pipe Piles), with a penetration depth of 10 meters into the soil and a total pile length of 21 meters. The pile configuration consists of 6 battered piles (inclination 1:6) and 4 vertical piles.The fender system designed to absorb the berthing force consists of Super Cone 900H type fenders, installed at 15,000 mm intervals. The bollard selected is a Tee Bollard with a mooring capacity of 50 tons. The results of this design are expected to serve as a reference for future planning and implementation of similar projects.

Item Type:	Thesis (Other)
Uncontrolled Keywords:	Dermaga, Pendalaman Kolam, Pondasi, Breasting Dolphin, Inovasi dan Infrastruktur, Dock, Dredging, Foundation, Breasting Dolphin, Innovation and Infrastructure
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA775 Foundations.
Divisions:	Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User:	Ksatria Aji Pamungkas
Date Deposited:	29 Jul 2025 03:20
Last Modified:	29 Jul 2025 03:20
URI:	http://repository.its.ac.id/id/eprint/122447

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