Prob. 3) Referring to the figure below: A) Compute the average increase in stress Ao below the centre of the footing for the clay layer 2. B) Compute the elastic settlement of the clay assuming a shallow foundation. OCR-3, P.I.-30%, Cu-120 kPa, p=0.5. P= 1350 kN G.S. ydry= 17.7 kN/m³ 3 m Clay1 2 m W.T. 2 m 3.mx6m * ysat= 20 kN/m³

Prob. 3) Referring to the figure below: A) Compute the average increase in stress Ao below the centre of the footing for the clay layer 2. B) Compute the elastic settlement of the clay assuming a shallow foundation. OCR-3, P.I.-30%, Cu-120 kPa, p=0.5. P= 1350 kN G.S. ydry= 17.7 kN/m³ 3 m Clay1 2 m W.T. 2 m 3.mx6m * ysat= 20 kN/m³

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 17.6P

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