Determine the primary consolidation settlement for the 20 m long pile group shown below. Soil properties by layer are given in the figure, and the clay layers are normally consolidated. Assume a 2:1 load spread starting at a depth of 2/3 of the embedment depth, L. The pile group is square and has dimensions 2.6 m by 2.6 m in plan view. The groundwater table is 1 m below the ground surface. Q = 4000 kN 1 m Sandy soil Y =18.5 kN/m³ Q'=330 V W.T. 7 m .Group.. piles Clay 1 Y =17.2 kN/m³ e,=0.83 C=0.23 Ax B = 2.6 m x L= 20 m 14 m 2.6 m Clay 2 Y =17.5 kN/m³ e,=0.78 C=0.22 8 m Clay 3 Y =18.0 kN/m³ e-0.76 C=0.20 12 m Rock

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine the primary consolidation settlement for the 20 m long pile group shown below. Soil
properties by layer are given in the figure, and the clay layers are normally consolidated.
Assume a 2:1 load spread starting at a depth of 2/3 of the embedment depth, L. The pile group
is square and has dimensions 2.6 m by 2.6 m in plan view. The groundwater table is 1 m below
the ground surface.
= 4000 kN
1 m
Sandy soil
Y =18.5 kN/m³
Q'=330
V W.T.
7 m
-Group..
piles
Clay 1
Y =17.2 kN/m3
e=0.83
C= 0.23
L= 20 m
Ax B =
2.6 m x
14 m
2.6 m
Clay 2
Y =17.5 kN/m3
e,=0.78
C=0.22.
8 m
Clay 3
Y =18.0 kN/m?
eo=0.76
C=0.20
12 m
Rock
Transcribed Image Text:Determine the primary consolidation settlement for the 20 m long pile group shown below. Soil properties by layer are given in the figure, and the clay layers are normally consolidated. Assume a 2:1 load spread starting at a depth of 2/3 of the embedment depth, L. The pile group is square and has dimensions 2.6 m by 2.6 m in plan view. The groundwater table is 1 m below the ground surface. = 4000 kN 1 m Sandy soil Y =18.5 kN/m³ Q'=330 V W.T. 7 m -Group.. piles Clay 1 Y =17.2 kN/m3 e=0.83 C= 0.23 L= 20 m Ax B = 2.6 m x 14 m 2.6 m Clay 2 Y =17.5 kN/m3 e,=0.78 C=0.22. 8 m Clay 3 Y =18.0 kN/m? eo=0.76 C=0.20 12 m Rock
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