Pile load carrying capacity in clayey soil and sandy soil formula
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Ultimate end bearing capacity in clay = Nc × C × pile tip area (Nc = 9). Ultimate end bearing capacity in soft clay = 9 × 120 × π × diameter2/4 = 848.2 lbs/per pile. Total ultimate bearing capacity per pile = 76,920 + 848.2 = 77,768 lbs. = 12 × 77,768 × 0.8 = 746,573 lbs = 373 tons.
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