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12.2 A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Qp by Meyerhof's method Vesic's method b

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12.2 A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Qp by Meyerhof's method Vesic's method b Coyle and Castello's method Use m = 600 in Eq. (12.28). Figure P12.2. Concrete pile 460 mm x 460 mm Loose sand $; -30 y=18.6 kN/m Dense sand y = 18.5 kN/m

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