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What is Circular Pile Capacity Analysis Report about?
This document summarizes the analysis of a circular pile with a diameter of 2.31 m and a toe depth of 10 m. The soil properties, including an undrained shear strength of 150 kPa, unit weight of 19 kN/m3, and water table at 20 m, are provided. The calculations determine that the pile has a base resistance of 5658 kN, a shaft resistance of 4354 kN, and a total ultimate resistance of 10012 kN. With an applied load of 5006 kN, the pile has an overall factor of safety of 2.
- Author
- chakrapanithota
- Language
- EN