Determine the average coefficient of permeability, corrected to 20C, of a clay specimen for the following consolidation increment 1 200 kPa, e1 1 24, 2 400 kPa, e2 1 09 Height of specimen 25 4 mm, Drainage at both top and bottom faces Time required for 50 consolidation 18 min, Test temperature 23 d...

T 50 18 min T 0197 Eq 85 a v de d ...

Determine the average coefficient of permeability, corrected to 20C, of a clay specimen for the following consolidation

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Determine the average coefficient of permeability, corrected to 20°C, of a clay specimen for the following consolidation increment:

σ1 = 200 kPa, e1 = 1.24, σ2 = 400 kPa, e2 = 1.09

Height of specimen = 25.4 mm, Drainage at both top and bottom faces

Time required for 50% consolidation = 18 min, Test temperature = 23 deg C

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An Introduction to Geotechnical Engineering

ISBN: 978-0132496346

2nd edition

Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan

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Question Posted: Mar 06, 2018 08:58 AM

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Determine the average coefficient of permeability, corrected to 20C, of a clay specimen for the following consolidation

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An Introduction to Geotechnical Engineering

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