For the circular footing (ring) shown in the Figure 3, estimate the final consolidation settlement at the middle of clay layers.
For the circular footing (ring) shown in the Figure 3, estimate the final consolidation settlement at the middle of clay layers.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![For the circular footing (ring) shown in the Figure 3, estimate the final
consolidation settlement at the middle of clay layers.
12m
6m
Circular Footing (Ring)
A9s=250 KN/m2
Y = 16 KN/m
E CLAY 1 P = 80 Kpa , e = 0.8
C, = 0.001
C, = 0.0001
G.W.T.
Y = 20 KN/m
CLAY 2 P = 200 Kpa , e, = 0.6
C. = 0.1
C, = 0.03
INCOMPRESSIBLE
Fig. 3
2m
ug](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff8df3ae0-ed6d-46fa-9f99-9e0d59185ae7%2F94f38d03-77fa-4470-96c4-982e0a9fc9e9%2Fyytlnpc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For the circular footing (ring) shown in the Figure 3, estimate the final
consolidation settlement at the middle of clay layers.
12m
6m
Circular Footing (Ring)
A9s=250 KN/m2
Y = 16 KN/m
E CLAY 1 P = 80 Kpa , e = 0.8
C, = 0.001
C, = 0.0001
G.W.T.
Y = 20 KN/m
CLAY 2 P = 200 Kpa , e, = 0.6
C. = 0.1
C, = 0.03
INCOMPRESSIBLE
Fig. 3
2m
ug
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