#TITLE_ALTERNATIVE#

• Main Author: FAUZI AHMAD DIMYATI (NIM : 15011032)
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/22111
• Institution: Institut Teknologi Bandung

Planning a pile foundation should be made carefully and accurately as possible. Must be able to support the foundation of Lany charges up to Safety factor that has been determined, including supporting the maximum load that may be occurred. The soil data used for planning process pile foundation is N-SPT test data and consolidation test data. Axial foundation pile capacity calculations of the static method performed based on present theory. One of formula that used to calculate axial capacity are Meyerhoff & Terzaghi method. Next calculation of lateral capacity performed with L-Pile software. The program analyzes the findings of checking whether the capability lateral force can meet the need of shear force that happen on the field. Pile group foundation then planned using GROUP Program. Design then matched with the criteria design based on deflection & Settlement condition. Settlement analysis is calculated based on equivalent raft method that transfering load to the compressible soil layer. Total settlement are addition of the immediate settlement and consolidation settlement. After that, pile foundation reinforcement desaign are calculated by help of PcaCol software that can determine optimum design for reinforcement. Pile cap design is calculated with help of SAP2000 software. The purpose of SAP2000 is to get the force that occure on the pile cap. After that, demand of reinforcement can be calculated by manual.