A square footing is shown is the following figure. Assume the induced stress, Ao,, due to load from foundation is linearly distributed along the depth, as shown in the figure. Ignore the deformation of hard rock. Using the classical method, compute its settlement. S, = 140kPa C/(1+e) 0.12 C, / (1+e) = 0.02 2m Aa, = 150kPa o'= 200kPa y = 18KN/m Silty clay Ao, = 70kPa Hard rock 1.0m 1.5m

A square footing is shown is the following figure. Assume the induced stress, Ao,, due to load from foundation is linearly distributed along the depth, as shown in the figure. Ignore the deformation of hard rock. Using the classical method, compute its settlement. S, = 140kPa C/(1+e) 0.12 C, / (1+e) = 0.02 2m Aa, = 150kPa o'= 200kPa y = 18KN/m Silty clay Ao, = 70kPa Hard rock 1.0m 1.5m

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter7: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 7.9P: Solve Problem 7.8 using Eq. (7.29). Ignore the post-construction settlement. 7.8 Solve Problem 7.4...

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