The square footing shown in the figure carries a load of 3500 kN. Assume that the stress below the footing is distributed at a slope of 1H:2V. The clay layer is overconsolidated with OCR=2. Pls answer asap. 3 decimal places.
The square footing shown in the figure carries a load of 3500 kN. Assume that the stress below the footing is distributed at a slope of 1H:2V. The clay layer is overconsolidated with OCR=2. Pls answer asap. 3 decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The square footing shown in the figure carries a load of 3500 kN. Assume that the stress below the footing is distributed at a slope of 1H:2V. The clay layer is overconsolidated with OCR=2.
Pls answer asap.
3 decimal places.
Transcribed Image Text:- 3500 kN
4m x Sm
0.6 m
Ya = 17.5 kN/m²
Sand
0.6 m
GWT
Sand
y' = 8.49 kN/m
1.2 m
Ysat = 17.1 kN/m
Clay
C, = 0.06
Ce = 0.38
%3D
%3D
1.2 m
e, - 1.4
%3D
Determine the settlement of the clay layer.
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