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This document calculates the bearing capacity of soils for a foundation. It considers two soil materials: a granular backfill and normal soil. For the granular backfill, which is 50cm thick, the ultimate bearing capacity is calculated as 89,842 kg/m^2, which exceeds the applied load of 29,947 kg/m^2. For the normal soil, the ultimate capacity is calculated as 90,616 kg/m^2, exceeding the applied load of 30,206 kg/m^2. Therefore, both soil materials are deemed capable of supporting the foundation loads.

Author

haji9irawan

Language

EN