Q1 Data obtained from a laboratory consolidation test are tabulated as follows: Test points 2 3 4 5 6 o' (kPa) Total AH (mm) 20 50 100 200 400 800 0.23 0.87 1.90 3.62 5.55 7.25 G,=2.70, Ho= (initial thickness at zero pressure) 22.5 mm, w = (moisture content at the beginning of the test) 0.78. Plot the e-logo' curve and calculate Ce.
Q1 Data obtained from a laboratory consolidation test are tabulated as follows: Test points 2 3 4 5 6 o' (kPa) Total AH (mm) 20 50 100 200 400 800 0.23 0.87 1.90 3.62 5.55 7.25 G,=2.70, Ho= (initial thickness at zero pressure) 22.5 mm, w = (moisture content at the beginning of the test) 0.78. Plot the e-logo' curve and calculate Ce.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.15P
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