Q2: A laboratory consolidation test on a soil specimen (drained on both sides)determined the following results:thickness of the clay specimen = 25 mmo' = 50 kN/m2 e = 0.92o'2 = 120 kN/m? ez = 0.78time for 50% consolidation = 2.5 minDetermine the hydraulic conductivity, k, of the clay for the loading range.%3D

To find the hydraulic conductivity (k) -

Q2: A laboratory consolidation test on a soil specimen (drained on both sides) determined the following results: thickness of the clay specimen = 25 mm o' = 50 kN/m2 e = 0.92 o'3 = 120 kN/m? ez = 0.78 time for 50% consolidation = 2.5 min Determine the hydraulic conductivity, k, of the clay for the loading range.

Q2: A laboratory consolidation test on a soil specimen (drained on both sides) determined the following results: thickness of the clay specimen = 25 mm o' = 50 kN/m2 e = 0.92 o'3 = 120 kN/m? ez = 0.78 time for 50% consolidation = 2.5 min Determine the hydraulic conductivity, k, 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

Chapter9: Consolidation

Section: Chapter Questions

Problem 9.2P

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