ANALISA DAYA DUKUNG DAN PENURUNAN PONDASI TIANG BOR (BORED PILE)TUNGGAL DENGAN MENGGUNAKAN PROGRAM PLAXIS ( Studi Kasus: Proyek Pembangunan Yogya Toserba II Majalengka )

Abstract

Bored Pile Foundation is a foundation type applied to transfer payload from structural part to upper/upper structure to soil layer below under it's untill bearing capacity wanted, hence required a part of contrsruction building under/sub-structure without existence of risk from shear disrepair or over setlement. Purpose of research is analysis level of foundation bearing capacity of single bored pile and setlement happened from some methods conventionally, what based on assaying data in field and with finite element method applies program Plaxis where modelling of soil is Mohr Coulomb. Then does analysis and comparison from result of calculation with the methods is upper.