DESIGN OF DOLPHIN-TYPE LIQUID BERTH STRUCTURE IN PORT OF DUMAI, RIAU
Riau Province is one of the largest contributing regions to oil palm plantations in Indonesia. As one of the regions with the most significant palm oil production, Riau Province utilizes waters as a distribution channel for this product. Based on the Minister of Transportation Regulation KM 39 of 20...
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| Format: | Final Project |
| Language: | Indonesia |
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| Online Access: | https://digilib.itb.ac.id/gdl/view/75297 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Riau Province is one of the largest contributing regions to oil palm plantations in Indonesia. As one of the regions with the most significant palm oil production, Riau Province utilizes waters as a distribution channel for this product. Based on the Minister of Transportation Regulation KM 39 of 2006, the Dumai Port master plan is prepared to meet the needs of the distribution of goods and services in the Riau Province area, including the distribution of liquid bulk.
Based on these considerations, it is planned to build a liquid bulk jetty in the Dumai Port area. A dolphin-type liquid bulk jetty will consist of a loading platform, breasting dolphin, mooring dolphin, trestle, and walkway. In this Final Project, the design steps will be discussed along with the design calculations of the wharf structural elements to ensure the structure's suitability with the design criteria to withstand the loads that work during the wharf operation.
The wharf planning includes secondary data collection and processing, the calculation of wharf structural dimensions and structural elements, wharf structure modeling, structural element reinforcement design, and soil-bearing capacity analysis.
The wharf structure is designed and analyzed based on AISC standard code 360-16. The wharf planning is carried out by considering the Unity Check Ratio (UCR) value requirements and the deflection obtained through structural modeling using SAP2000 so that the dimensions or layout of the wharf structure will be changed to suit these requirements. Another output in the form of internal forces is used to design flexural, shear, dowel, and spiral reinforcement in structural elements. The bearing reaction is used for soil bearing capacity analysis.
The final results obtained from this Final Project are the design dimensions of the structure and structural elements of the wharf, reinforcement details, and the pile plan depth |
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