Given the laboratory results of the Atterberg Limit Test below: LIQUID LIMIT TEST NO. Cone Penetration, mm 16 18 28 33 Mass of Wet Soil + Container, 35.62 36.91 41.26 45.70 Mass of Dry Soil - Container, 28.84 29.89 31.42 33.69 Mass of Container, 10.52 12.33 11.74 11.45 Plastic Limit TEST NO.- Mass of Wet Soil Container, 30.18 31.78 Mass of Ory Soil Container, 25.76 27.18 Mass of Container, 12.33 10.52 NATURAL MOISTURE CONTENT TEST NO.- Mass of Wet Soil - Container, 27.77 30.04 Mass of Ory Soil Container, 27.23 25.39 Mass of Container, 11.74 11.45 1. Determine the nearest value to the Liquid Limit of the Soil. 2 Determine the nearest value to the Plastic Limit of the Soil. 3. Determine the nearest value to the Liquidity Index of the Soil. 4. Determine the nearest value to the Consistency Index of the Soil.
Given the laboratory results of the Atterberg Limit Test below: LIQUID LIMIT TEST NO. Cone Penetration, mm 16 18 28 33 Mass of Wet Soil + Container, 35.62 36.91 41.26 45.70 Mass of Dry Soil - Container, 28.84 29.89 31.42 33.69 Mass of Container, 10.52 12.33 11.74 11.45 Plastic Limit TEST NO.- Mass of Wet Soil Container, 30.18 31.78 Mass of Ory Soil Container, 25.76 27.18 Mass of Container, 12.33 10.52 NATURAL MOISTURE CONTENT TEST NO.- Mass of Wet Soil - Container, 27.77 30.04 Mass of Ory Soil Container, 27.23 25.39 Mass of Container, 11.74 11.45 1. Determine the nearest value to the Liquid Limit of the Soil. 2 Determine the nearest value to the Plastic Limit of the Soil. 3. Determine the nearest value to the Liquidity Index of the Soil. 4. Determine the nearest value to the Consistency Index of the Soil.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Help me answer the problem question. And all answers must be in STORED VALUES and the final answer must be in four (4) decimal places and box the final answer. Show solution your solution write on paper. Thank you for help.
Transcribed Image Text:Given the laboratory results of the Atterberg Limit Test below:
LIQUID LIMIT
TEST NO. -
2
3
Cone Penetration, mm
16
18
28
33
Mass of Wet Soil + Container, g
35.62
36.91
41.26
45.70
Mass of Dry Sail + Container, g
28.84
29.89
31.42
33.69
Mass of Container, g
10.52
12.33
11.74
11.45
Plastic Limit
TEST NO.-
1
Mass of Wet Soil + Container, g
30.18
31.78
Mass of Dry Sail + Container, g
25.76
27.18
Mass af Container,
10.52
12.33
NATURAL MOISTURE CONTENT
TEST NO.
Mass af Wet Soil + Cantainer, g
27.77
30.04
Mass of Dry Sail+ Container, 8
25.39
27.23
Mass of Container, g
11.74
11.45
1. Determine the nearest value to the Liquid Limit of the Soil.
2. Determine the nearest value to the Plastic Limit of the Soil.
3. Determine the nearest value to the Liquidity Index of the Soil.
4. Determine the nearest value to the Consistency Index of the Soil.
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