- You 6 Using Meyerhof Method For Point Load Determine Qui D 0 5m Closed Ended Pipe Pile Sand 30 Y 18kn M 8m 12m 1 (29.18 KiB) Viewed 26 times
You 6- Using Meyerhof method for point load determine Qui D = 0.5m, closed ended pipe pile SAND $=30° Y=18KN/m³ 8m 12m.
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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/m³ 8m 12m.
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