Analysis of Bearing Capacity and Degradation of Borepile Foundation on Kretek Bridge Construction Project
Keywords:Borepile, Foundation Bearing Capacity, Deterioration
A strong bridge must have a solid foundation. A foundation is a foundation a strong building. one of the foundations commonly used in construction the bridge is a borepile foundation. The kretek 2 bridge is built using a foundation borepile and piles. So it is necessary to do research on the foundation borepile using existing N-SPT data in the project environment. The purpose of this study, in order to obtain the results of the carrying capacity and reduction obtained from the calculation of the N-SPT. Capacity calculation result bearing capacity of the foundation using the method of O'Neil and Reese obtained 3418.09 KN and foundation settlement using the Poulos and Davis method obtained 20 mm.
H. Hardiyatmo, “Foundation Analysis and Design,” 2010.
U. F, Oemar. T, R and P. W, “Analysis of Borep Pile Bearing Capacity in the Construction of the Martadinata Fly Over Project in Tangerang City,” J. Civil-Architecture Eng., 2021.
M. Wora, “Analysis of the Bearing Capacity of Single Pole Borepile Foundation in Surabaya International Hospital Project,” 2019.
G. R. F, “Analysis of Drill Pile Bearing Capacity with Pile Driving Analyzer Test Tool on Variation of Pile Diameter.,” 2019.
R. Ardiansyah, “Technical Analysis of Bore Pile Foundation Bearing Capacity Construction of the PT PLN Persero P3B Sumatra-Pekanbaru Office Building,” 2015.
P. Simatupang, S, “Technical Requirements for Inner Foundations for Buildings Tall.,” 2020.