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Required Compaction for Spread Footing Sub-base

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Can anyone show me by computation that spread piles supported by bored piles need not have its sub-base soil be compacted since it is supported by a bored pile.
The size of the bored pile is 800mm Ø and the spread footing is 2m x 2m x .80m. The structure for this spread footings is a concrete pipe rack structure.

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