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.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter17: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 17.2P: A 3 m 4 m footing, founded at 2 m depth in a clay, applies a net pressure of 200 kN/m2. The bed...

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