Consider a clay layer drained at the the top and bottom as shown in figure. For the case of constant initial excess pore water pressure (ui=u0) and Tv=0.4 ,determine the degree of consolidation Uz at z/Ht
Consider a clay layer drained at the the top and bottom as shown in figure. For the case of constant initial excess pore water pressure (ui=u0) and Tv=0.4 ,determine the degree of consolidation Uz at z/Ht
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Consider a clay layer drained at the the top and bottom as shown in figure. For the case of constant initial excess pore water pressure (ui=u0) and Tv=0.4 ,determine the degree of consolidation Uz at z/Ht.For the solution, start from eq.(6.32).
![U =1- Σ
ΞΗ
M=0
2
sin
Με
- cxp(-M-T
(6.32)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe38bbf6b-f72d-45f6-b779-5783494b3fda%2Fe0255ab4-4c3d-4533-a27c-62889f19067f%2F94ehvu_processed.jpeg&w=3840&q=75)
Transcribed Image Text:U =1- Σ
ΞΗ
M=0
2
sin
Με
- cxp(-M-T
(6.32)
![N
(a)
Pervious
372 *> -
Uo
Pervious
K
H₂ = 2H](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe38bbf6b-f72d-45f6-b779-5783494b3fda%2Fe0255ab4-4c3d-4533-a27c-62889f19067f%2F9zmeq8f_processed.jpeg&w=3840&q=75)
Transcribed Image Text:N
(a)
Pervious
372 *> -
Uo
Pervious
K
H₂ = 2H
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