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The document contains calculations for determining the bearing capacity of pile foundations at Point 1. It includes tables showing soil pressure, pile surface area, pile depth, ultimate bearing capacity, and load capacity at varying depths. It also includes calculations for pile group efficiency and load distribution to individual piles based on pile spacing, number of piles, and load angle. The total calculated load on the pile group is 120.1 tons.

Author

Debbypuji Lestari

Language

EN