(Ans.: Si(Total) = 5.75 mm). 1200 kN G.S. 1.0m 3m x 4m 2.0m 9c = 8000.kN /m²,..y = 20.kN /m³ %3D sand 3.0m clay E= 20000. kN/m?

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Redo problem (5.3) but with sand instead of clay as shown in the figure below .

Home work: Redo problem (5.3) but with sand instead of clay as shown in the figure below.
(Аns.: SicTotal - 5.75 тm).
1200 kN
G.S.
1.0m
3m x 4m
2.0m
qc = 8000.kN /m²,..y = 20.kN /m3
sand
3.0m
clay
E= 20000. kN/m?
Rock
Transcribed Image Text:Home work: Redo problem (5.3) but with sand instead of clay as shown in the figure below. (Аns.: SicTotal - 5.75 тm). 1200 kN G.S. 1.0m 3m x 4m 2.0m qc = 8000.kN /m²,..y = 20.kN /m3 sand 3.0m clay E= 20000. kN/m? Rock
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