For a laboratory consolidation test on a clay specimen (drained on both sides), the following results were obtained. (7.5) Thickness of the clay layer = 25 mm P1= 100 kN/m2 e1= 0.81 P2= 200 kN/m2 e2= 0.73 Time for consolidation (t50) = 3.4 min Determine the hydraulic conductivity of the clay for the loading range
For a laboratory consolidation test on a clay specimen (drained on both sides), the following results were obtained. (7.5) Thickness of the clay layer = 25 mm P1= 100 kN/m2 e1= 0.81 P2= 200 kN/m2 e2= 0.73 Time for consolidation (t50) = 3.4 min Determine the hydraulic conductivity of the clay for the loading range
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.11P
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For a laboratory consolidation test on a clay specimen (drained on both sides), the following
results were obtained. (7.5)
Thickness of the clay layer = 25 mm
P1= 100 kN/m2
e1= 0.81
P2= 200 kN/m2 e2= 0.73
Time for consolidation (t50) = 3.4 min
Determine the hydraulic conductivity of the clay for the loading range
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