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 --

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 --

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Pile Foundation

Section: Chapter Questions

Problem 18.7P

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