STRUCTURE DESIGN OF CONTAINER TERMINAL USING PRECAST CONCRETE IN TANJUNG MERAH, BITUNG, SULAWESI UTARA
Bitung port in Sulawesi Utara was planned to be an internasional hub port in East Indonesia to support economic development of Indonesia up to 2025 as also written on MP3EI (Masterplan Percepatan dan Perluasan Pembangunan Ekonomi Indonesia) in 2011. The existing port condition is predicted to not be...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/37180 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Bitung port in Sulawesi Utara was planned to be an internasional hub port in East Indonesia to support economic development of Indonesia up to 2025 as also written on MP3EI (Masterplan Percepatan dan Perluasan Pembangunan Ekonomi Indonesia) in 2011. The existing port condition is predicted to not be able to accommodate medium term container projection capacity so that the development location of Bitung Port in Tanjung Merah is determined.
The discussion of this final project includes an explanation of the criteria for the design of the dock structure with a full deck type using precast concrete. The discussion consisted of collecting and processing environmental data, calculating the load on the pier structure, determining the dock dimensions and dock structure elements, dock structure analysis, structural reinforcement design, and analysis of soil carrying capacity.
Pier structure analysis is done by modeling the dock dimensions and specified pier structure elements. Modeling was carried out to obtain the unity check ratio (UCR) value of the pier structure design which ranged from 0.8 and 1.0, the deflection value and shift of the pier structure elements, the internal force values in the beam and plate, and the laying foundation pile reaction. The UCR value is 0.84. The pile foundation placement reaction is 2850.34 kN. The pile foundation design is planned to be 30 meters deep.
The results of this final project include the design of dock dimensions based on ship needs and loading and unloading equipment, dimensions of pier structure elements from modeling results, details of reinforcement based on internal force values, precast concrete dimensions, and plan design depth from piles based on placement reaction and geotechnical data at the planned location.
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