05: The Figure below represents the data that was obtained from a liquid-limit test on a soil. 50 percent of its particles is passing sieve #200. Two determinations for the plastic limit gave water contents of 20.3 % and 20.8 %. Determine 1- Liquid Limit (LL). 2- Plasticity index. 3- Liquidity index if the water content is 27.4% 4- Void ratio at the liquid limit, if G, 2.7 5- Classify the soil based on AASHTO system. 30 10 20 40 60 80 100 Penetration, df (mm) Moisture contemt, )

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter6: Soil Compaction
Section: Chapter Questions
Problem 6.9P
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05: The Figure below represents the data that was obtained from a liquid-limit test on
a soil. 50 percent of its particles is passing sieve #200. Two determinations for the
plastic limit gave water contents of 20.3 % and 20.8 %. Determine
1- Liquid Limit (LL).
2- Plasticity index.
3- Liquidity index if the water content is 27.4%
4- Void ratio at the liquid limit, if G, 2.7
5- Classify the soil based on AASHTO system.
30
10
20
40
60
80 100
Penetration, d (mm)
Moisture content, w ()
Transcribed Image Text:05: The Figure below represents the data that was obtained from a liquid-limit test on a soil. 50 percent of its particles is passing sieve #200. Two determinations for the plastic limit gave water contents of 20.3 % and 20.8 %. Determine 1- Liquid Limit (LL). 2- Plasticity index. 3- Liquidity index if the water content is 27.4% 4- Void ratio at the liquid limit, if G, 2.7 5- Classify the soil based on AASHTO system. 30 10 20 40 60 80 100 Penetration, d (mm) Moisture content, w ()
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