DESIGN OF SOIL HEAP AND DRIVEN PILE FOUNDATION OF MAIN STRUCTURE OF TANGERANG COMMUTTER LINE STATION

• Main Author: Rizki Akbar, Lutfi
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/40323
• Institution: Institut Teknologi Bandung

Commutter Line Tangerang Station is a train station that aims to connect business centers in urban areas to suburban areas, reducing congestion that occurs on the JABODETABEK arterial connecting road so that travel between JABODETABEK areas takes a shorter time. The station is also planned to be an inter-mode interconnection station for all types of transportation in Tangerang. This final project aims to design embankments and foundations on the main structures of commuter line stations. Design of soil heap for the station aim to increase the ground level and preventing flood in case. Bearing capacity and settlement is analyzed with one dimension Terzaghi’s theory. Soil settlement and slope stability is modeled by using software PLAXIS. In the design process of foundation, the foundation system that has been useed is bored pile foundation. The method that used for calculation of axial bearing capacity is manual calculation based on Meyerhoff. And lateral bearing capacity is modeled by using Ensoft LPILE. For group piles analysis, used Ensoft GROUP. Group piles settlement is analyzed with one dimension Terzaghi’s Theory. Settlement and differential settlemnet checking is based on the SNI 8460-2017 Geoteknik. The calculation of reinforcement is based on conudutoo’s theory. Driven pile reinforcement are based on SNI 03-2847-2013 Tata Cara Perencanaan Struktur Beton untuk Bangunan Gedung.