Determine the liquid limit. LL = b. Determine the flow index. Flow index = Determine the liquidity index of the soil if the in situ moisture content is 23.0%, Use an average value of PL from the two plastic limit trials. Liquidity index =

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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3. During Atterberg limit tests in the soil mechanics laboratory, the students obtained the following results
from a clayey soil.
Number of
blows, N
Moisture
content (%)
14
38.4
16
36.5
20
33.1
28
27.0
Liquid limit tests:
Plastic limit tests: Students conducted two trials and found that PL = 16.2% for the first trial and PL = 17.4%
for the second trial. Assume that the liquid limit of the soil is .
а.
Determine the liquid limit. LL =
b. Determine the flow index. Flow index =
Determine the liquidity index of the soil if the in situ moisture content is 23.0%. Use an average
с.
value of PL from the two plastic limit trials. Liquidity index =
Transcribed Image Text:3. During Atterberg limit tests in the soil mechanics laboratory, the students obtained the following results from a clayey soil. Number of blows, N Moisture content (%) 14 38.4 16 36.5 20 33.1 28 27.0 Liquid limit tests: Plastic limit tests: Students conducted two trials and found that PL = 16.2% for the first trial and PL = 17.4% for the second trial. Assume that the liquid limit of the soil is . а. Determine the liquid limit. LL = b. Determine the flow index. Flow index = Determine the liquidity index of the soil if the in situ moisture content is 23.0%. Use an average с. value of PL from the two plastic limit trials. Liquidity index =
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