1. The diameter of the round steel pipe pile is 0.5 m (1.64ft), and it is 10m (32.8 ft) long. The pile is driven into a sandy soil stratum as shown. Compute the ultimate bearing capacity and allowable bearing capacity. Use FS=3.0 Sand y= 17.3 kN/m (110 Ib/it?) Pile length = 10 m (32.8 ft) Pile diameter - 0.5 m (1.64 ft) Friction angle (e)= 30° 10 m --

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Foundation Engineering Exercise x
Bearing Capacity Supplemental
O File | C:/Users/CABALAG/Downloads/Bearing%20Capacity%20Supplemental%20Materials%2001242022.pdf
1. The diameter of the round steel pipe pile is 0.5 m (1.64ft), and it is 10m (32.8 ft) long. The pile is
driven into a sandy soil stratum as shown. Compute the ultimate bearing capacity and allowable bearing
capacity. Use FS=3.0
Sand
y = 17.3 kN/m³ (110 lb/ft°)
Pile length = 10 m (32.8 ft)
Pile diameter= 0.5 m (1.64 ft)
Friction angle () = 30°
10 m
5:41 PM
30°C Mostly sunny
A O G 4) O ENG
1/28/2022
Transcribed Image Text:Foundation Engineering Exercise x Bearing Capacity Supplemental O File | C:/Users/CABALAG/Downloads/Bearing%20Capacity%20Supplemental%20Materials%2001242022.pdf 1. The diameter of the round steel pipe pile is 0.5 m (1.64ft), and it is 10m (32.8 ft) long. The pile is driven into a sandy soil stratum as shown. Compute the ultimate bearing capacity and allowable bearing capacity. Use FS=3.0 Sand y = 17.3 kN/m³ (110 lb/ft°) Pile length = 10 m (32.8 ft) Pile diameter= 0.5 m (1.64 ft) Friction angle () = 30° 10 m 5:41 PM 30°C Mostly sunny A O G 4) O ENG 1/28/2022
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