DESAIN FONDASI TIANG BOR DAN DIAPHRAGM WALL MENGGUNAKAN PERKUATAN BRACED CUTS PADA GEDUNG PUSAT SENI DAN BUDAYA KOTA BANDUNG

• Main Author: E R S, Dayana
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/45387
• Institution: Institut Teknologi Bandung

Generally, the structure is divided into upper structure and bottom structure. The lower structure serves to hold and transfer the load provided from the upper and round structures. Therefore the bottom structure must be able to withstand and transfer the working load. This final profect discusses the design of retaining wall and foundation of drill pile with braced cuts excavation in Bandung Art and Culture Center in Bandung. The stages for the design of the foundation in this final project is to interpret the land data in accordance with the test results either from the test results directly or from the results of laboratory testing. Furthermore, the interpretation of the load data so that the dimensions of the foundation will be adjusted to the work load on the foundation. A foundation system should be able to endure the loads both the axial load and lateral load from structure. In addition, the settlement of foundation is also taken into account in this final task so as not to cause the collapse of the beam in the upper structure. Planning of bored pile foundation and retaining walls is calculated manually and uses many software aids such as Lpile, GROUP, PcaColumn, ETABS, and Plaxis 2D ver. 8.2. The dimensions and reinforcement required to support the working loads are the output of foundation and retaining wall planning.