DESIGN OF AIRSIDE FACILITIES EMBANKMENT AND PASSENGER TERMINAL FOUNDATION AT MOPAH AIRPORT, MERAUKE

• Main Author: RIZKI PRATOMO - NIM: 15014052 , MUHAMMAD
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/29329
• Institution: Institut Teknologi Bandung

<p align="justify">Mopah Airport is an airport located in Merauke, Province of Papua. The design of the airport consists of airside facilities and passenger terminal building on the landside. Due to increasing number of flights and passengers at the airport, it is required to have a proper design of substructures on this project. The substructure that will be designed are airside facilities embankment and passenger terminal foundation. Elevation plan of the airside of Mopah Airport is +7.00 m, so it requires a onemeter embankment. The working load of the runway, taxiway, and apron are pavement load based on the thickness of each facility and 15 kN/m2 for aircraft load. The soil at the site of the airside facilities consists of a thick clay soil and sand. Based on analysis of bearing capacity, settlement of embankment, and time rate of consolidation, airside facilities of Mopah Airport do not require soil improvement. The substructure of Terminal Passenger of Mopah Airport to be designed are deep fondations with the type of bored pile. There are 3 types of group piles. The depth of the foundation is designed to a very dense sand layer of 15 meters. Bearing capacity of the foundation can resist loads from service load combinations, nominal earthquake load combinations, or strong earthquake load combinations. Settlement and differential settlement on the foundation are qualified based on SNI 8460:2017 about the reqiurement of settlement and differential settlement. <p align="justify">