Dit 6- Using Meyerhof method for point load determine SAND $=30° ✓= 18KN/m³ wg 12m SAND 6=34° Y = 19 kN/m² SAT D = 0.5m,

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Dit 6- Using Meyerhof method for point load determine SAND $=30° ✓= 18KN/m³ wg 12m SAND 6=34° Y = 19 kN/m² SAT D = 0.5m,

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Dit 6 Using Meyerhof Method For Point Load Determine Sand 30 18kn M Wg 12m Sand 6 34 Y 19 Kn M Sat D 0 5m 1
Dit 6 Using Meyerhof Method For Point Load Determine Sand 30 18kn M Wg 12m Sand 6 34 Y 19 Kn M Sat D 0 5m 1 (12.89 KiB) Viewed 12 times
Dit 6- Using Meyerhof method for point load determine SAND $=30° ✓= 18KN/m³ wg 12m SAND 6=34° Y = 19 kN/m² SAT D = 0.5m, closed ended pipe pile FOS=2.5 K=1.5K. 8'=0.656
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