DESIGN OF DECK ON PILE BERTH STRUCTURE FOR GENERAL CARGO AT PORT OF ARAR, SORONG, WEST PAPUA
Indonesia as one of the largest archipelagic countries in the world requires adequate maritime transportation and logistics facilities to connect the thousands of islands in Indonesia. This is important to support a decent life for its people, with the thought that the needs of an area may not be...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/71322 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Indonesia as one of the largest archipelagic countries in the world requires adequate
maritime transportation and logistics facilities to connect the thousands of islands
in Indonesia. This is important to support a decent life for its people, with the
thought that the needs of an area may not be fully facilitated from the region itself.
In Sorong Regency, West Papua Province, there are various natural resource
potentials that are planned to become one of the new economic growth centers in
eastern Indonesia. The leading sectors in Sorong Regency come from the
manufacturing, mining and quarrying industry sectors, as well as from the
agriculture, forestry and fisheries sectors. To facilitate the need for the
transportation of goods from these sectors, it is necessary to develop a general cargo
berth structure at Port of Arar.
This final project discusses the design of a general cargo berth structure as an
extension of the existing wharf, with reference to the OCDI (2020), British Standard
(BS), and Indonesian National Standard (SNI) as design standards. The scope of
the design consists of processing environmental data, calculating the loads acting
on the structure, determining the dimensions of the structure and elements of the
berth structure, geotechnical analysis, as well as modeling and analysis of the berth
structure. The results of the modeling must meet the deflection requirements, value
of the unity check ratio (UCR) within the range of 0.8 – 1.0, and reaction force
values less than the axial bearing capacity of the soil. The model that meets the
requirements is then used to obtain the forces in the structural elements which are
then used for reinforcement design.
The outcome of this final project is a design plan which includes the dimensions
and layout of the berth structure, the dimensions of the structural elements, and the
reinforcement design for concrete elements of the berth structure.
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