Prananto, Yogie (2021) Evaluasi Dan Perencanaan Perkuatan Struktur Dermaga Berlian Pelabuhan Tanjung Perak Surabaya Akibat Pengembangan Dermaga. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
Preview |
Text
10111910015025-Undergraduate_Thesis.pdf - Accepted Version Download (8MB) | Preview |
Abstract
Dermaga Berlian merupakan salah satu dari lima dermaga yang ada di Pelabuhan Tanjung Perak Surabaya, dimana empat diantaranya adalah Dermaga Jamrud, Nilam, Mirah, dan Kalimas. Untuk memenuhi kebutuhan arus barang dan bongkar muat yang semakin meningkat dan melampaui kapasitas struktur demaga eksisting, maka diperlukan perencanaan pengembangan struktur dermaga baru yang didesain untuk tipe kapal petikemas yang berukuran 50,000 DWT. Peningkatan kapasitas dermaga ini diharapkan dapat memperlancar aktivitas receiving/delivery dari dan ke Terminal Berlian.
Dalam proyek akhir pengembangan Dermaga Berlian direncanakan meliputi evaluasi terhadap layout dan kestabilan struktur eksternal dermaga eksisting akibat pengembangan dermaga, perencanaan dinding penahan Steel Pipe Sheet Pile (SPSP), perencanaan capping beam digunakan beton bertulang cor setempat, dan perencanaan struktur sandar dan tambat (fender dan boulder).
Hasil perencanaan pengembangan struktur dermaga, didapatkan pengerukan kolam dermaga sebesar -3.70 m, penambahan dinding penahan yang direncanakan menggunakan Steel Pipe Sheet Pile (SPSP) berukuran diameter 1016 mm dan tebal 14.2 mm yang ditanam sampai kedalaman 37.70 m dari permukaan lantai dermaga, dimensi balok capping beam berukuran 3000 mm x 3300 mm. Metode pelaksanaan yang dilakukan dilapangan antara lain : Pembongkaran, Pemancangan tiang SPSP, Pelaksanaan timbunan, Pengecoran Capping Beam, Pemasangan aksesories dermaga.
=====================================================================================================
Berlian Jetty is one of five piers in the Tanjung Perak Port, Surabaya, where four of them are Jamrud, Patchouli, Mirah, and Kalimas Pier. To meet the increasing demand for goods flow and loading and unloading and exceeding the capacity of the existing docking structure, it is necessary to plan the development of a new wharf structure designed for the type of container ship measuring 50,000 DWT. The increase in pier capacity is expected to smoothen receiving / delivery activities to and from Berlian Terminal.
In the final project, the Diamond Pier development is planned to include evaluation of the layout and stability of the external structure of the existing pier due to the development of the pier, planning of the Steel Pipe Sheet Pile (SPSP) retaining wall, planning the capping beam using local cast reinforced concrete, and planning the berthing and mooring structures (fenders and boulder).
The results of planning the development of the pier structure, obtained dredging of the wharf pool of -3.70 m, additional retaining walls are planned using Steel Pipe Sheet Pile (SPSP) measuring 1016 mm in diameter and 14.2 mm thick planted to a depth of 37.70 m from the surface of the pier floor, the dimensions of the capping beam beam measuring 3000 mm x 3300 mm. The implementation methods carried out in the field include: Demolition, SPSP pile erection, implementation of embankments, Casting Capping Beam, Installation of pier accessories.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Wharf, Container, 50,000 DWT, Reinforcement, Steel Pipe Sheet Pile, Dermaga, Peti Kemas, 50,000 DWT, Perkuatan, Steel Pipe Sheet Pile |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TA Engineering (General). Civil engineering (General) > TA749 Soil stabilization T Technology > TA Engineering (General). Civil engineering (General) > TA760+ Retaining walls T Technology > TA Engineering (General). Civil engineering (General) > TA775 Foundations. T Technology > TA Engineering (General). Civil engineering (General) > TA780 Piles and pile-driving T Technology > TA Engineering (General). Civil engineering (General) > TA780.C29 Piling (Civil engineering) |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D3) |
| Depositing User: | Yogie Prananto |
| Date Deposited: | 10 Mar 2021 08:18 |
| Last Modified: | 28 Jun 2024 07:05 |
| URI: | http://repository.its.ac.id/id/eprint/83840 |
Actions (login required)
 |
View Item |