Estimate the average settlement from primary consolidation of the clay stratum under the center of the bridge pier. W = 28x10 kN (2.8x10° kg mass) Footing 10 m x 8 m 3m Dry WT 7m 10 m Sand and Gravel = 9.80 7=19.62 N %, = 9.80 C = 0.31 4m Clay Sand and Gravel
Estimate the average settlement from primary consolidation of the clay stratum under the center of the bridge pier. W = 28x10 kN (2.8x10° kg mass) Footing 10 m x 8 m 3m Dry WT 7m 10 m Sand and Gravel = 9.80 7=19.62 N %, = 9.80 C = 0.31 4m Clay Sand and Gravel
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Estimate the average settlement from primary consolidation of the clay stratum under the center
of the bridge pier.
W = 28x10 kN (2.8x10° kg mass)
Footing 10 m x 8 m
3m
Dry
WT
7m
10 m
Sand and Gravel
= 9.80
7=19.62 N
%, = 9.80
C = 0.31
4m
Clay
Sand and Gravel](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8ff3c1bc-b8f3-4324-810e-2cfedc87833a%2F322f5d32-3b51-468b-b743-c9e5cf48cee7%2Fkoycbi_processed.png&w=3840&q=75)
Transcribed Image Text:Estimate the average settlement from primary consolidation of the clay stratum under the center
of the bridge pier.
W = 28x10 kN (2.8x10° kg mass)
Footing 10 m x 8 m
3m
Dry
WT
7m
10 m
Sand and Gravel
= 9.80
7=19.62 N
%, = 9.80
C = 0.31
4m
Clay
Sand and Gravel
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