You 6- Using Meyerhof method for point load determine Qui D = 0.5m, closed ended pipe pile SAND $=30° Y=18KN/m³ 8m 12m. SAND d=34° Y = 19 kN/m³ SAT FOS=2,5 K=1.5K. 8 = 0.654

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You 6- Using Meyerhof method for point load determine Qui D = 0.5m, closed ended pipe pile SAND $=30 Y=18KN/m 8m 12m. SAND d=34 Y = 19 kN/m SAT FOS=2,5 K=1.5K. 8 = 0.654 solutionspile.com

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