A circular foundation 2m in diameter is shown in the figure below. A normally consolidated clay layer 5m thick is located below the foundation. Determine the consolidation settlement of the clay. 1- method 2:1 2- consolidation settlement C, method Circular foundation diameter B = 2nm G.S. 1.0m Sand q = 150 kN/m y = 17 kNhn² 0.5m W.T. Sand 0.5m Y sat. 5 19 kNím? Normally consolidated clay Y sat. = 18.5 kNhm? Cc =0.16, e, =0.85 5.0m

A circular foundation 2m in diameter is shown in the figure below. A normally consolidated clay layer 5m thick is located below the foundation. Determine the consolidation settlement of the clay. 1- method 2:1 2- consolidation settlement C, method Circular foundation diameter B = 2nm G.S. 1.0m Sand q = 150 kN/m y = 17 kNhn² 0.5m W.T. Sand 0.5m Y sat. 5 19 kNím? Normally consolidated clay Y sat. = 18.5 kNhm? Cc =0.16, e, =0.85 5.0m

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter8: Mat Foundations

Section: Chapter Questions

Problem 8.7P

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