- Nuk 6 Using Meyerhof Method For Point Load Determine Quh D 0 5m Closed Ended Pipe Pile Sand 30 Y 18kn M Wg 12m San 1 (17.52 KiB) Viewed 33 times
nuk 6- Using Meyerhof method for point load determine Quh D=0.5m, closed ended pipe pile SAND $=30° Y=18KN/m³ wg 12m SAN
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nuk 6- Using Meyerhof method for point load determine Quh D=0.5m, closed ended pipe pile SAND $=30° Y=18KN/m³ wg 12m SAN
nuk 6- Using Meyerhof method for point load determine Quh D=0.5m, closed ended pipe pile SAND $=30° Y=18KN/m³ wg 12m SAND d=34° Y = 19 KN/M³ SAT FOS=2.5 K=1.5K. 8'=0.654