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Given the laboratory results of the Atterberg Limits Test in the following figure, plot the water content versus the number of blows.

Given the laboratory results of the Atterberg Limits Test in the following figure, plot the water content versus the number of blows.

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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Given the laboratory results of the Atterberg Limits Test in the following figure, plot the water content versus the number of blows. A. Liquid Limit Test Number Number of blows Weight of Wet Soil + Container, g Weight of Dry Soil + Container, g Weight of Container, g Weight of Water, g Weight of Dry Soil, g Water Content, % B. Plastic Limit and Natural Water Content 1 3 4 39 28 19 13 23.43 21.05 21.40 22.50 20.21 18.32 18.65 19.43 12.74 12.43 13.11 13.54 Plastic Limit Natural Water Content Test Number Weight of Wet Soil + Container, g Weight of Dry Soil + Container, g Weight of Container, g Weight of Water, g Weight of Dry Soil, g Water Content, % Average, % 1 2 1 2 23.50 23.10 17.33 17.11 20.42 20.19 14.84 14.36 12.45 12.54 9.76 9.34 Determine the nearest value to the Liquid Limit of soil.
Transcribed Image Text:Given the laboratory results of the Atterberg Limits Test in the following figure, plot the water content versus the number of blows. A. Liquid Limit Test Number Number of blows Weight of Wet Soil + Container, g Weight of Dry Soil + Container, g Weight of Container, g Weight of Water, g Weight of Dry Soil, g Water Content, % B. Plastic Limit and Natural Water Content 1 3 4 39 28 19 13 23.43 21.05 21.40 22.50 20.21 18.32 18.65 19.43 12.74 12.43 13.11 13.54 Plastic Limit Natural Water Content Test Number Weight of Wet Soil + Container, g Weight of Dry Soil + Container, g Weight of Container, g Weight of Water, g Weight of Dry Soil, g Water Content, % Average, % 1 2 1 2 23.50 23.10 17.33 17.11 20.42 20.19 14.84 14.36 12.45 12.54 9.76 9.34 Determine the nearest value to the Liquid Limit of soil.
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