Given the laboratory results of the Atterberg Limits Test in table below. You may use a chart to determine the liquid limit by plotting the Casagrande graph or you may also use ratio and proportion or calculator in determining the LL. a. Determine the nearest value to the Liquid Limit of the soil. b. Determine the nearest value to the Plastic Limit of the soil. c. Determine the nearest value to the Liquidity Index of the soil.
Given the laboratory results of the Atterberg Limits Test in table below. You may use a chart to determine the liquid limit by plotting the Casagrande graph or you may also use ratio and proportion or calculator in determining the LL. a. Determine the nearest value to the Liquid Limit of the soil. b. Determine the nearest value to the Plastic Limit of the soil. c. Determine the nearest value to the Liquidity Index of the soil.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
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Chapter4: Plasticity And Structure Of Soil
Section: Chapter Questions
Problem 4.4P: Results from a liquid limit test conducted on a soil are given below. a. Determine the liquid limit...
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![2. Given the laboratory results of the Atterberg Limits Test in table below. You may use a
chart to determine the liquid limit by plotting the Casagrande graph or you may also use
ratio and proportion or calculator in determining the LL.
a. Determine the nearest value to the Liquid Limit of the soil.
b. Determine the nearest value to the Plastic Limit of the soil.
c. Determine the nearest value to the Liquidity Index of the soil.
A. Liquid Limit
Test Number
Cone penetration, mm
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. Plastice Limit and 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
3
38
20
22.47
21.29
21.27
19.44 18.78 18.75
12.74
13.24
13.2
2
29
Plastic Limit
1
2
23.2
22.8
20.42 20.19
12.9 12.95
4
14
26.12
22.1
13.27
Natural Water
Content
3
17.53
14.84
9.5
4
16.97
14.36
9.55](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6e7835d8-5b03-4aad-b76b-b1d406d646f6%2F18895273-6616-4a24-b018-67c7d2da73fc%2Fm6kt3rg_processed.png&w=3840&q=75)
Transcribed Image Text:2. Given the laboratory results of the Atterberg Limits Test in table below. You may use a
chart to determine the liquid limit by plotting the Casagrande graph or you may also use
ratio and proportion or calculator in determining the LL.
a. Determine the nearest value to the Liquid Limit of the soil.
b. Determine the nearest value to the Plastic Limit of the soil.
c. Determine the nearest value to the Liquidity Index of the soil.
A. Liquid Limit
Test Number
Cone penetration, mm
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. Plastice Limit and 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
3
38
20
22.47
21.29
21.27
19.44 18.78 18.75
12.74
13.24
13.2
2
29
Plastic Limit
1
2
23.2
22.8
20.42 20.19
12.9 12.95
4
14
26.12
22.1
13.27
Natural Water
Content
3
17.53
14.84
9.5
4
16.97
14.36
9.55
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