1. During Atterberg limit tests in the soil mechanics laboratory, the students obtained the following results from a clayey soil. Number of Moisture content (%) blows, N 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 = 16.4% for the first trial and PL = 17.6% for the second trial. What is the liquid limit of the soil? Use semi-log paper LL = What is the plasticity index of the soil? Use an average value of PL from the two plastic limit trials. Plasticity index = |

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. During Atterberg limit tests in the soil mechanics laboratory, the students obtained the
following results from a clayey soil.
Moisture
content (%)
Number of
blows, N
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 = 16.4% for the first trial and
PL = 17.6% for the second trial.
What is the liquid limit of the soil? Use semi-log paper LL =
What is the plasticity index of the soil? Use an average value of PL from the two
plastic limit trials. Plasticity index =
Transcribed Image Text:1. During Atterberg limit tests in the soil mechanics laboratory, the students obtained the following results from a clayey soil. Moisture content (%) Number of blows, N 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 = 16.4% for the first trial and PL = 17.6% for the second trial. What is the liquid limit of the soil? Use semi-log paper LL = What is the plasticity index of the soil? Use an average value of PL from the two plastic limit trials. Plasticity index =
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