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The following data were recorded from a liquid limit test on a clay using Casagrande's Determine the liquid limit. cup device. Mass of Mass of Mass of Water container and container and Blow count Test Number container content dry soil (grams), Ma wet soil (N) (grams), Me (%) (grams), M„ 1 45.3 57.1 52.4 28 43.0 59.8 56.0 31 45.2 45.6 3 61.7 58.4 57.9 22 4 55.3 18 40 38 36 X 34 32 30 28 26 24 22 20 10 20 30 40 Blow Count (N) water content %

The following data were recorded from a liquid limit test on a clay using Casagrande's Determine the liquid limit. cup device. Mass of Mass of Mass of Water container and container and Blow count Test Number container content dry soil (grams), Ma wet soil (N) (grams), Me (%) (grams), M„ 1 45.3 57.1 52.4 28 43.0 59.8 56.0 31 45.2 45.6 3 61.7 58.4 57.9 22 4 55.3 18 40 38 36 X 34 32 30 28 26 24 22 20 10 20 30 40 Blow Count (N) water content %

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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CEN 333 Geotechnical

Question 02: The following data were recorded from a liquid limit test on a clay using Casagrande's cup device. Determine the liquid limit. Mass of Mass of Mass of Water container and container and Blow count Test Number container content dry soil (grams), Mª 52.4 wet soil (N) (grams), M. (%) (grams), M„ 1 45.3 57.1 28 43.0 59.8 56.0 31 3 45.2 61.7 58.4 57.9 22 4 45.6 55.3 18 40 38 36 X 34 32 30 28 26 24 22 20 10 20 30 40 Blow Count (N) water content %
Transcribed Image Text:Question 02: The following data were recorded from a liquid limit test on a clay using Casagrande's cup device. Determine the liquid limit. Mass of Mass of Mass of Water container and container and Blow count Test Number container content dry soil (grams), Mª 52.4 wet soil (N) (grams), M. (%) (grams), M„ 1 45.3 57.1 28 43.0 59.8 56.0 31 3 45.2 61.7 58.4 57.9 22 4 45.6 55.3 18 40 38 36 X 34 32 30 28 26 24 22 20 10 20 30 40 Blow Count (N) water content %
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