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.
Transcribed Image Text:
σ₁ = 200 kN/m² σ₂ = 400 kN/m² e₁ = 0.73 e₂ = 0.61
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