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A friction pile 300mm in diameter is proposed to be driven in a layer of uniform cohesive soil. The pile tip is assumed to carry

  • A friction pile 300mm in diameter is proposed to be driven in a layer of uniform cohesive soil. The pile tip is assumed to carry 20% of the load. The skin friction between the pile surface and the soil is assumed to be 50 kN/m2. Determine the length of the pile required to carry a safe load of 200 kN with a FS = 4.0.



 

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