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Calculate the ultimate skin-friction capacity of a bored (3) feel in diameter pile and 45 feel deep embedded into cohesionless soils that has the following

Calculate the ultimate skin-friction capacity of a bored (3) feel in diameter pile and 45 feel deep embedded into cohesionless soils that has the following characteristics: Unit weight is 120 pcf, cohesioo is O psf, and internal friction angle is 30 deg. The soil-pile friction angle (6) is 22.5 degrees

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