0.45m Square prestressed concrete piles are to be installed in groups of 4 at the site shown in the figure below. The center-to-center spacing between piles is 2.55 m. - Ground Level Soft Clay Su = 15kPa - Depth =6.7m TP Silty Clay Su = 30kPa 3m Depth = 15.1m 3m Medium Stiff Clay S,-80kPa - Depth = 20.0m a. Calculate group capacity based on individual failure b. Calculate group capacity based on block failure c. Based on parts (a) and (b) above determine the allowable downward load capacity for the pile group. Assume factor of safety of 2.5.

0.45m Square prestressed concrete piles are to be installed in groups of 4 at the site shown in the figure below. The center-to-center spacing between piles is 2.55 m. - Ground Level Soft Clay Su = 15kPa - Depth =6.7m TP Silty Clay Su = 30kPa 3m Depth = 15.1m 3m Medium Stiff Clay S,-80kPa - Depth = 20.0m a. Calculate group capacity based on individual failure b. Calculate group capacity based on block failure c. Based on parts (a) and (b) above determine the allowable downward load capacity for the pile group. Assume factor of safety of 2.5.

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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