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 -3.0 m/min T-0.85 Mg-145 kPa Impermeable Strafam wwwwwwwwwww 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 -3.0 m/min T-0.85 Mg-145 kPa Impermeable Strafam wwwwwwwwwww 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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![A 3 m thick clay layer is subjected to an initial uniform pore pressure of 145 kPa as shown in the figure.
Sand
Clay
-3.0 mm min
Tw90) = 0.85
Mg = 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%2F0571ed47-cf38-43ce-a68d-dcf76a084b0c%2Fdae79921-1002-46bf-a44b-3b57d0cd475f%2Fn3ujofn_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.
Sand
Clay
-3.0 mm min
Tw90) = 0.85
Mg = 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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