A 3 m thick clay layer is subjected to an initial uniform pore pressure of 145 kPa as shown in the figure. 3 m Sand Clay e-3.0 mm²/min Tu(90) = 0.85 Mo - 145 kPa Impermeable Stratum For the given ground conditions, the time (in days, rounded to the nearest integer) required for 90% consolidation would be
A 3 m thick clay layer is subjected to an initial uniform pore pressure of 145 kPa as shown in the figure. 3 m Sand Clay e-3.0 mm²/min Tu(90) = 0.85 Mo - 145 kPa Impermeable Stratum For the given ground conditions, the time (in days, rounded to the nearest integer) required for 90% consolidation would be
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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Question
![A 3 m thick clay layer is subjected to an
initial uniform pore pressure of 145 kPa
as shown in the figure.
3 m
Sand
Clay
e-3.0 mm²/min
Tw(90) = 0.85
Mo - 145 kPa
Impermeable Stratum
For the given ground conditions, the time
(in days, rounded to the nearest integer)
required for 90% consolidation would be](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd56ceebc-ea63-48d1-8f51-7460641ccf17%2F09a06f05-07e7-4bd1-9361-d9c4a7764954%2Fitt4m5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A 3 m thick clay layer is subjected to an
initial uniform pore pressure of 145 kPa
as shown in the figure.
3 m
Sand
Clay
e-3.0 mm²/min
Tw(90) = 0.85
Mo - 145 kPa
Impermeable Stratum
For the given ground conditions, the time
(in days, rounded to the nearest integer)
required for 90% consolidation would be
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