STRUCTURAL DESIGN OF COMBINED WALL BERTH STRUCTURE FOR SPECIAL PURPOSE TERMINAL CIKEUEUS, SUKABUMI, WEST JAVA

• Main Author: Meilani Dwi Putri, Sofie
• Format: Final Project
• Language: Indonesia
• Subjects: Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
• Online Access: https://digilib.itb.ac.id/gdl/view/57164
• Institution: Institut Teknologi Bandung

Cikeueus is a coastal area located in Ciemas, Sukabumi, West Java. Regarding to renewable energy production development, a new wind turbine field is currently being planned in Ciemas, Sukabumi. In planning the construction of a wind turbine field, it is necessary to have a wind turbine generator component unloading facility in the form of a Special Purpose Terminal pier at a location closest to the wind turbine field development area. In this undergraduate thesis there will be design of the pier structure for a special terminal pier with foundation type combined wall on the Cikeueus. A combined wall structure is a structure with a combination type of foundation between sheet piles and piles. Structural planning includes determining the dimensions of the wharf structure and structural elements of the pier, modeling the structural foundation, and designing the reinforcement of the pier structural elements. The initial stage in the design of the wharf structure is the collecting and processing of secondary data consisting of environmental data, ship data, and soil data. The secondary data will be used to determine the loads acting on the wharf structure, as well as the initial determination of the dimensions of the pier structure and its components. From the results of these calculations, will be used for preliminary design for further structural modeling using the PLAXIS software. The output of the modeling results that will be found is the internal force on the sheet pile and the safety factor on the soil. From the results of the modeling output, will be compared the section modulus of the from modelling to section modulus based on catalog specifications. Furthermore, structural planning is continued with the design of reinforcement on the concrete pavement slab and the capping beam of the pier. The results of this final project include the design of the layout pier, the dimensions of the pier structure and its components, the details of the reinforcement structure, and the value of the section modulus of the foundation used.