For a laboratory consolidation test on a clay specimen (drained on both sides), the following were obtained.

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For a laboratory consolidation test on a clay specimen (drained on both sides), the following were obtained. Thickness of the clay layer = 25 mm

Time for 50% consolidation (t₅₀) 5 2.8 min
Determine the hydraulic conductivity of the clay for the loading range.

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Principles Of Geotechnical Engineering

ISBN: 9780357420478

10th Edition

Authors: Braja M. Das

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Question Posted: Jul 05, 2022 04:44 AM

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For a laboratory consolidation test on a clay specimen (drained on both sides), the following were obtained.

Question:

σ₁ = 200 kN/m² σ₂ = 400 kN/m² e₁ = 0.73 e₂ = 0.61

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Solution Refer to the general equation for hydraulic conductivity ...View the full answer

Principles Of Geotechnical Engineering

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