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The load intensity applied by the footing (in the figure below)is 170 kN/m2, determine the consolidation settlement for the following cases. (rw 10 kN kN/m', o; = 64.35; , divided the clay layer into three sub layers. m2 1.0 m (1.5 ×3.0) m Sand Y = 16.5 kN/m 1.5 m 1.5 m Sand Ysat = 17.8 kN/m³ Clay Ysat = 18.2 kN/m³ eo = 0.92 Cc = 0.27 Cr = 0.12 %3D 4.0 m

The load intensity applied by the footing (in the figure below)is 170 kN/m2, determine the consolidation settlement for the following cases. (rw 10 kN kN/m', o; = 64.35; , divided the clay layer into three sub layers. m2 1.0 m (1.5 ×3.0) m Sand Y = 16.5 kN/m 1.5 m 1.5 m Sand Ysat = 17.8 kN/m³ Clay Ysat = 18.2 kN/m³ eo = 0.92 Cc = 0.27 Cr = 0.12 %3D 4.0 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The load intensity applied by the footing (in the figure below)is 170 kN/m2, determine the consolidation settlement for the following cases. (rw = 10 kN kN/m, o, = 64.35 ), divided the clay layer into three sub layers. m2 1.0 m (1.5 x3.0) m Sand Y = 16.5 kN/m³ 1.5m Sand 1.5 m Ysat 17.8 kN/m Clay Ysat = 18.2 kN/m³ eo = 0.92 Cc 0.27 Cr = 0.12 4.0 m %3D
Transcribed Image Text:The load intensity applied by the footing (in the figure below)is 170 kN/m2, determine the consolidation settlement for the following cases. (rw = 10 kN kN/m, o, = 64.35 ), divided the clay layer into three sub layers. m2 1.0 m (1.5 x3.0) m Sand Y = 16.5 kN/m³ 1.5m Sand 1.5 m Ysat 17.8 kN/m Clay Ysat = 18.2 kN/m³ eo = 0.92 Cc 0.27 Cr = 0.12 4.0 m %3D
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