d. A plastic and liquid test was conducted to determine the plasticity of a clay soil. The mass of water and dry soil from plastic limit test are 2.65 g and 12.35 g respectively. The table below gives the test result of liquid limit tests conducted in using fall cone method. Determine the level of plasticity of the clay soil. Moisture content (%) 83.01 86.28 90.69 Penetration (d) 10.85 14.68 18.11 90.99 97.82 101.06 112.32 18.39 22.79 23.44 30.69

d. A plastic and liquid test was conducted to determine the plasticity of a clay soil. The mass of water and dry soil from plastic limit test are 2.65 g and 12.35 g respectively. The table below gives the test result of liquid limit tests conducted in using fall cone method. Determine the level of plasticity of the clay soil. Moisture content (%) 83.01 86.28 90.69 Penetration (d) 10.85 14.68 18.11 90.99 97.82 101.06 112.32 18.39 22.79 23.44 30.69

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter4: Plasticity And Structure Of Soil

Section: Chapter Questions

Problem 4.8P

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