Wharf, modeling, analysis, reinforced concrete design, soil bearing capacity, cost.

• Main Author: Fadil Rizqullah, Muhammad
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/36920
• Institution: Institut Teknologi Bandung

Jepara County Government is planning to develop a 2800-hectare land to be functioned as an industrial zone named Kalingga Industrial Zone (KIZ). Part of the land will include Samudra Port which is planned as a support for the operations of Tanjung Emas Port in Semarang, Central Java. Samudra Port is designed with an operational capacity of 500.000 TEUs/year. The goal of this thesis is to design and analyze a deck on pile wharf structure. First, a comprehensive environmental data analysis surrounding the port is done to get the environmental forces acting on the wharf body and to obtaion the geometry of the wharf structure which will be modeled using SAP2000. Structural analysis also accounts the load combinations on both service limit and ultimate limit with various factors. Based on the analysis, length of the structure obtained as 220 m, with the width of 35 m and deck elevation is at +2.5 LAT datum. The wharf structure is mainly a reinforced concrete with flexural, compression, and shear reinforcements which vary depending on the ultimate forces acting on the concrete element. Analysis of soil bearing capacity shows that at the depth of 21 m, the loose sand is able to support and hold the structure with a force of 801 kN. Construction material cost is calculated for all the reinforced concrete elements, with steel piles, bollard and fender which all cost Rp15.180.219.135,15.