SITUATION 4: Results from liquid and plastic limit tests conducted on a soil are given in the table. Number of blows, N 14 16 20 28 Moisture content () 36.3 33.1 27.0 Assuming the plastic limit is at 13.4%, 8. Determine the plasticity index of the soil. 9. Determine the liquid limit of the soil sample. 10. Determine the liquidity index if the water content is 32%.
SITUATION 4: Results from liquid and plastic limit tests conducted on a soil are given in the table. Number of blows, N 14 16 20 28 Moisture content () 36.3 33.1 27.0 Assuming the plastic limit is at 13.4%, 8. Determine the plasticity index of the soil. 9. Determine the liquid limit of the soil sample. 10. Determine the liquidity index if the water content is 32%.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Compaction
Section: Chapter Questions
Problem 5.7P
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