12.3 A 500 mm diameter and 20 m long concrete pile is driven into a sand where y = 18.5 kN/m and o' = 32°. Assuming 8' = 0.74b' and K = 1.5 K determine the load- carrying capacity of the pile, with a factor of safety of 3. Use Meyerhof's method [Eq. (12.18)] for computing the point load-carrying capacity Q and use Eqs. (12.42) and (12.43) for computing the load-carrying capacity of the pile shaft Q,. 12.4 Redo Problem 12.3 using Coyle and Castello's methods for estimating both Q, and Q.

12.3 A 500 mm diameter and 20 m long concrete pile is driven into a sand where y = 18.5 kN/m and o' = 32°. Assuming 8' = 0.74b' and K = 1.5 K determine the load- carrying capacity of the pile, with a factor of safety of 3. Use Meyerhof's method [Eq. (12.18)] for computing the point load-carrying capacity Q and use Eqs. (12.42) and (12.43) for computing the load-carrying capacity of the pile shaft Q,. 12.4 Redo Problem 12.3 using Coyle and Castello's methods for estimating both Q, and Q.

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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