NANANG RUSNAINI / 2287822 Dosen Pembimbing 1 Ir. Tudjinarko Ir. Tatang Sutardjo

Deep foundation is a pile or group of piles which transfers load of upper structure to bearing stratum through a thick weak soil layer or water. Pile can be supported by bearing stratum, called point Bearing Pile (End Bearing pile), also can be supported by skin friction of weak soil layer, called Floating pile (skin Friction Pile), or both. Base on data evaluation, for sub surface condition in Jl. Raya Rancaekek No. 26, Kabupaten Bandung, the recommended foundation is Floating pile. For Floating Pile, settlement is an important problem beside bearing capacity. Bearing capacity limitation results allowable Load of pile (working load) and pile depth. settrement limitation gives minimum distance of column.