11.4 Organic soils are typically characterized by high void ratio, low specific gravity, and high compressibility. Following are the results of a consolidation test on a sample of organic soil obtained from southwest Florida. Pressure, o (kN/m? Change In dial reading, AH (mm) 12 24 48 100 200 400 0.284 0.150 0.315 0.564 0.823 2.25 5.34 Given that the initial height of the specimen = 20.6 mm, mass of dry specimen 12 g, area of specimen = 31.67 cm, and G, = 2.49, a. Plot the e-log o' curve. b. Determine the preconsolidation pressure. c. Calculate the compression index, C.. Cerpage leaing 2014
11.4 Organic soils are typically characterized by high void ratio, low specific gravity, and high compressibility. Following are the results of a consolidation test on a sample of organic soil obtained from southwest Florida. Pressure, o (kN/m? Change In dial reading, AH (mm) 12 24 48 100 200 400 0.284 0.150 0.315 0.564 0.823 2.25 5.34 Given that the initial height of the specimen = 20.6 mm, mass of dry specimen 12 g, area of specimen = 31.67 cm, and G, = 2.49, a. Plot the e-log o' curve. b. Determine the preconsolidation pressure. c. Calculate the compression index, C.. Cerpage leaing 2014
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 11.5P
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