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The construction of the Faculty of Health Sciences Building of Syarif Hidayatullah State Islamic University Jakarta located on Jl. Kertamukti, Banten uses a multi-storey building structure. Therefore, it is necessary to analyze and calculate the bearing capacity of piles from the results of Cone Penetration Test (CPT) and Standard Penetration Test (SPT). Calculation of single pile bearing capacity from SPT data using Meyerhof method and CPT using Meyerhof method and Aoki De Alencar method. While the bearing capacity of group piles from CPT and SPT data using the Converse-Labers method. Overall the size of the pile diameter that is efficient in meeting the building plan load is 40 cm. The largest bearing capacity result from CPT data is with Meyerhof method of 148.608 tons and the smallest bearing capacity result from CPT data is with Aoki de Alencar method of 24.098 tons. The result of the bearing capacity of the largest group permit is Meyerhof method CPT data of 578.976 tons, with a total of 4 piles, while Meyerhof method SPT data of 551.81 tons, with a total of 6 piles and Aoki de Alencar method CPT data of 560.327 tons, with a total of 15 piles. It can be concluded that the bearing capacity of single and group pile permits based on SPT and CPT data Meyerhof method has the largest results while the smallest result is CPT data Aoki De Alencar method.
Keywords: Pile Foundations, Permit Support, Calculation Method
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