ANALISIS DAYA DUKUNG TIANG TUNGGAL STATIS PADA PROYEK PEMBANGUNAN AKSES TOL GEDEBAGE

Siregar, Chandra Afriade (2018) ANALISIS DAYA DUKUNG TIANG TUNGGAL STATIS PADA PROYEK PEMBANGUNAN AKSES TOL GEDEBAGE. Jurnal Techno-Socio Ekonomika Universitas Sangga Buana YPKP, Vol.12 (2). pp. 173-182. ISSN 1979-4835

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Abstract

In building, a foundation is needed as a strong layer. The term foundation is building element whose function is to distriblde all loads acting on the structure into the ground to a certain depth until the hard soil. Determination Of the ultimate bearing capacity of the foundation is the most important factor in the planning step. Therefore the analysis need to be done to identify and determine the value of the ultimate bearing capacity of pile foundation. The purpose of this study is to compare the value of the ultimate single static bearing capacity of pile foundation based on the data obtained from the field, namely SPT and the data obtained from the laboratory. Analysis of single static pile bearing capacity is analyzed based on field test data and laboratory data. Analysis of single static pile bearing capacity based on the SPT data use Meyerhof method Analysis of single static pile bearing capacity based on the laboratory data use alpha method and betha method. The maximum value of single static pile bearing capacity in Gedebage 's Access Toll Road Project is 657.54 Ion on Bore Hole No. ABT-2 MAIN ROAD. The minimum value of single static pile bearing capacity in Gedebage 's Access Toll Road Project is 159.90 ton on Bore Hole No. ABT-2 RAMP-8

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