A 15 m long steel pipe pile of cross section of 0.6 m outside diameter is driven into a sand deposit. The pile penetration depth in sand deposit is 12 m. The pile is subjected to a lateral load of 45 kN at a height 3 m above the ground level. Known the information in the figure below, calculate the pile lateral deflection at the ground level (z = 0) and the pile bending moments at the depth of 1 m and 2 m below the ground level. Use the elastic solution method. Lateral Load Q = 45 kN 3.0 m z = 0 Ground Level Sand layer n = 10.5x10° kN/m³ 12.0 m Steel pipe pile E, = 20.0x10* MPa , = 1.0614x10-3 m*

A 15 m long steel pipe pile of cross section of 0.6 m outside diameter is driven into a sand deposit. The pile penetration depth in sand deposit is 12 m. The pile is subjected to a lateral load of 45 kN at a height 3 m above the ground level. Known the information in the figure below, calculate the pile lateral deflection at the ground level (z = 0) and the pile bending moments at the depth of 1 m and 2 m below the ground level. Use the elastic solution method. Lateral Load Q = 45 kN 3.0 m z = 0 Ground Level Sand layer n = 10.5x10° kN/m³ 12.0 m Steel pipe pile E, = 20.0x10* MPa , = 1.0614x10-3 m*

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter12: Pile Foundations

Section: Chapter Questions

Problem 12.10P

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