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A laboratory consolidation test on a soil specimen (drained on both sides) deter- mined the following results: Thickness of the clay specimen = 25 mm o = 50 kN/m? o, = 120 kN/m? e, = 0.78 e, = 0.92 Time for 50% consolidation = 2.5 min Determine the hydraulic conductivity, k, of the clay for the loading range.

A laboratory consolidation test on a soil specimen (drained on both sides) deter- mined the following results: Thickness of the clay specimen = 25 mm o = 50 kN/m? o, = 120 kN/m? e, = 0.78 e, = 0.92 Time for 50% consolidation = 2.5 min Determine the hydraulic conductivity, k, of the clay for the loading range.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A laboratory consolidation test on a soil specimen (drained on both sides) deter- mined the following results: Thickness of the clay specimen = 25 mm o = 50 kN/m? o, = 120 kN/m? e, = 0.78 e, = 0.92 Time for 50% consolidation = 2.5 min Determine the hydraulic conductivity, k, of the clay for the loading range.
Transcribed Image Text:A laboratory consolidation test on a soil specimen (drained on both sides) deter- mined the following results: Thickness of the clay specimen = 25 mm o = 50 kN/m? o, = 120 kN/m? e, = 0.78 e, = 0.92 Time for 50% consolidation = 2.5 min Determine the hydraulic conductivity, k, of the clay for the loading range.
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