A circular concrete pile 350 mm in diameter is to support a load of 270kN.Itis driven in a stiff clay (α = 0.50). The unconfined compressive strength of clay is 170 kPa. Assume a factor of safety of 2.50 and Nc = 9. Determine the end bearing capacity of the pile. Determine the developed skin friction along the surface of the pole. Determine the minimum length of the pile that can carry the given load

A circular concrete pile 350 mm in diameter is to support a load of 270kN.Itis driven in a stiff clay (α = 0.50). The unconfined compressive strength of clay is 170 kPa. Assume a factor of safety of 2.50 and Nc = 9. Determine the end bearing capacity of the pile. Determine the developed skin friction along the surface of the pole. Determine the minimum length of the pile that can carry the given load

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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