DESIGN OF BORE PILE FOUNDATIONS OF MRT KARTINI STATION IN JAKARTA SELATAN

• Main Author: Hadaya Nasrullah Damanik, Dhio
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/67971
• Institution: Institut Teknologi Bandung

Kartini MRT Station is an elevated station consisting of 3 floors which were built to accommodate mobility in The Jakarta. This final project aims to design and analyze a foundation system that can bear the load of the structure. The soil condition in the review project is dominated by medium stiff clay with hard soil at a low elevation. The type of foundation used is drilled piles which are tied into groups pile using pile caps. The diameter of the drill pile used is 1000 mm for the station and 600 mm for the pedestrian bridge. Foundation analysis was performed manually to determine the axial capacity of piles, and LPILE and GROUP software respectively to determine the lateral capacity of single piles and pile group capacities. The settlement analysis observed elastic settlement, consolidation, and settlement difference through manual calculations. The configuration of group pile used is 4 piles and 6 piles.