The load intensity applied by the footing (in the figure below) is 170 kN/m, determine the consolidation settlement for the following cases. kN 1 o= 50.4- %3D kN 2. o,=74.75 m2 KN 3. o = 65.82 m2 %3D 1.0 m (1.5 ×3.0) m. Sand 1.5 m T 16.5 kN/m' 1.5 m Sand Teat 17.8 kN/m' Clay Tast 18.2 kN/m e, 0.92 Cc 0.27 Cr 0.12 3.0 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3.0 m
T=18 kN/m
C=10 kN/m?
O= 20°
/The load intensity applied by the footing (in the figure below) is 170 kN/m,
determine the consolidation settlement for the following cases.
kN
1. o = 50.4
%3D
kN
2. o 74.75!
m2
KN
3. o= 65.82
个
1.0 m
m2
(1.5x3.0) m.
Sand
1.5 m
16.5 kN/m'
1.5 m
Sand
Taat=
= 17.8 kN/m
Clay
Yast 18.2 kN/m'
e. 0.92
Cc 0.27
Cr 0.12
3.0 m
Transcribed Image Text:3.0 m T=18 kN/m C=10 kN/m? O= 20° /The load intensity applied by the footing (in the figure below) is 170 kN/m, determine the consolidation settlement for the following cases. kN 1. o = 50.4 %3D kN 2. o 74.75! m2 KN 3. o= 65.82 个 1.0 m m2 (1.5x3.0) m. Sand 1.5 m 16.5 kN/m' 1.5 m Sand Taat= = 17.8 kN/m Clay Yast 18.2 kN/m' e. 0.92 Cc 0.27 Cr 0.12 3.0 m
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