Circular foundation diameter B = 2m G.S. 1.0m Sand q = 150 kN/m² y = 17 kNhm² 0.5m W.T. Sand 0.5m 7 sat. 5 19 kNhm? Normally consolidated clay Y sat. = 18.5 kN/m Cc =0.16, e, =0.85 5.0m

Structural Analysis
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Chapter2: Loads On Structures
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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 Cc method

 

 

Circular foundation
diameter B = 2m
G.S.
1.0m
Sand
q = 150 kN/m²
y = 17 kN/m²
0.5m
W.T.
Sand
0.5m
Ysat. 19 kNhn?
Normally consolidated clay
Y sat. = 18.5 kN/m²
Cc =0.16, e, =0.85
5.От
Transcribed Image Text:Circular foundation diameter B = 2m G.S. 1.0m Sand q = 150 kN/m² y = 17 kN/m² 0.5m W.T. Sand 0.5m Ysat. 19 kNhn? Normally consolidated clay Y sat. = 18.5 kN/m² Cc =0.16, e, =0.85 5.От
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