A sample of saturated clay, taken from a depth of 5 m, was tested in a conventional oedometer. The table below gives the vertical effective stress and the corresponding thickness recorded during the test. The water content at the end of the test was 40% and the initial height was 20 mm. (a) Plot a graph of void ratio versus ??′(log scale). (b) Determine ?? and ??. (c) Determine ?? between ??′ = 400 kPa and ??′ = 500 kPa. (d) Determine ???′ using Casagrande’s method.
A sample of saturated clay, taken from a depth of 5 m, was tested in a conventional oedometer. The table below gives the vertical effective stress and the corresponding thickness recorded during the test. The water content at the end of the test was 40% and the initial height was 20 mm. (a) Plot a graph of void ratio versus ??′(log scale). (b) Determine ?? and ??. (c) Determine ?? between ??′ = 400 kPa and ??′ = 500 kPa. (d) Determine ???′ using Casagrande’s method.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.18P
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A sample of saturated clay, taken from a depth of 5 m, was tested in a conventional
oedometer. The table below gives the vertical effective stress and the corresponding
thickness recorded during the test.
The water content at the end of the test was 40% and the initial height was 20 mm.
(a) Plot a graph of void ratio versus ??′(log scale).
(b) Determine ?? and ??.
(c) Determine ?? between ??′ = 400 kPa and ??′ = 500 kPa.
(d) Determine ???′ using Casagrande’s method.
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