Following are the results from the liquid and plastic limit test for a soil. No. of blows (N) Moisture Content % 16 39.5 20 36.1 28 30.0 a. Compute the liquid limit. b. Compute the plasticity index. c. Compute the liquidity index if the insitu moisture content is 26.5%. d. Compute the consistency index.

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 4.3P
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Following are the results from the liquid and plastic limit
test for a soil.
No. of blows (N)
Moisture Content %
16
39.5
20
36.1
28
30.0
a. Compute the liquid limit.
b. Compute the plasticity index.
C. Compute the liquidity index if the insitu moisture
content is 26.5%.
d. Compute the consistency index.
Transcribed Image Text:Following are the results from the liquid and plastic limit test for a soil. No. of blows (N) Moisture Content % 16 39.5 20 36.1 28 30.0 a. Compute the liquid limit. b. Compute the plasticity index. C. Compute the liquidity index if the insitu moisture content is 26.5%. d. Compute the consistency index.
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