A 15 m pile is driven into clay with a subgrade modulus (ksub) of 30 000 kPa/m. The concretepile has a diameter of 500 mm. E concrete = 28e6 kN/m2 The pile is subjected to a horizontalload of 130 kN at ground level. Calculate the bending moment distribution at 1m intervalsalong the length of the pile.

Given:- The length of the pile = 15 m The subgrade modulus of the clay = ksub = 30,000 kPa/m. The…

A 15 m pile is driven into clay with a subgrade modulus (ksub) of 30 000 kPa/m. The concrete pile has a diameter of 500 mm. E concrete = 28e6 kN/m² The pile is subjected to a horizontal load of 130 kN at ground level. Calculate the bending moment distribution at 1m intervals along the length of the pile.

A 15 m pile is driven into clay with a subgrade modulus (ksub) of 30 000 kPa/m. The concrete pile has a diameter of 500 mm. E concrete = 28e6 kN/m² The pile is subjected to a horizontal load of 130 kN at ground level. Calculate the bending moment distribution at 1m intervals along the length of the pile.

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 18.26CTP

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