Example 24.31. Determine the ultimate net bearing capacity of the circular footing shown in Fig. 24.33. Also, compute the change in ultimate net bearing capacity, if the entire region is flooded, due 10 which the ground water level reaches ground level. 1.5 m 2m Clay Cu = 48 kPa 3.5 m $=0° Y 1.8 g/cc No = 5.7 W.T.

Example 24.31. Determine the ultimate net bearing capacity of the circular footing shown in Fig. 24.33. Also, compute the change in ultimate net bearing capacity, if the entire region is flooded, due 10 which the ground water level reaches ground level. 1.5 m 2m Clay Cu = 48 kPa 3.5 m $=0° Y 1.8 g/cc No = 5.7 W.T.

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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