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,
Posted: Wed Jul 06, 2022 11:52 am
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