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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%.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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%.
Transcribed Image Text: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%.
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