ANALISA DAYA DUKUNG AKSIAL FONDASI TIANG PANCANG PADA PROYEK PEMBAGUNAN FONDASI ABUTMENT JPO

Abstract

A foundation is a sub-structure of the building that transfers all loads from the superstructure to the ground or soil layers. A foundation structure is used to avoid ground and differential settlement (Iwan et al., 2018). This study aims to determine the soil foundation bearing capacity using the Schmertmann, Nottingham, and Meyerhof methods. All data was obtained from the field CPT test. The two methods differ slightly; Meyerhof produced the best results when determining the bearing capacity of a single pile.  Keywords: Soil Bearing Capacity, Calculation Method, Meyerhof, Schmertmann & Nottingham.