Given the laboratory results of the Atterberg Limit Test below: LIQUID LIMIT TEST NO. 2 3 Number of Blows 38 29 20 14 Mass of Wet Soi - Container, g 22.47 21.29 21.27 26.12 Mass of Dry Soil - Container, 9 19.44 18.78 18.75 22.10 Mass of Container, g 12.74 13.24 13.20 13.27 NATURAL MOISTURE PLASTIC LIMIT CONTENT TEST NO.- 2 2

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.2P
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HELP ME ANSWER THE PROBLEM AND WRITE ON A CLEAN PAPER THEN BOX THE FINAL ANSWER. THE ANSWER MUST BE 4  DECIMAL PLACES. THANKS

Given the laboratory results of the Atterberg Limit Test below:
LIQUID LIMIT
TEST NO.
2
3
4
Number of BlowS
38
29
20
14
Mass of Wet Sol- Container, g
22.47
21.29
21.27
26.12
Mass of Dry Soil • Container, 9
19.44
18.78
18.75
22.10
Mass of Container, 9
12.74
13.24
13.20
13.27
NATURAL MOISTURE
PLASTIC LIMIT
CONTENT
TEST NO.-
1
2
Mass of Wet Soil- Container, g
23.20
22.80
17.53
16.97
14.84
14.36
Mass of Dry Soil - Container, g
20.42
20.19
Mass of Container, 9
12.90
12.95
9.50
9.55
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.
Transcribed Image Text:Given the laboratory results of the Atterberg Limit Test below: LIQUID LIMIT TEST NO. 2 3 4 Number of BlowS 38 29 20 14 Mass of Wet Sol- Container, g 22.47 21.29 21.27 26.12 Mass of Dry Soil • Container, 9 19.44 18.78 18.75 22.10 Mass of Container, 9 12.74 13.24 13.20 13.27 NATURAL MOISTURE PLASTIC LIMIT CONTENT TEST NO.- 1 2 Mass of Wet Soil- Container, g 23.20 22.80 17.53 16.97 14.84 14.36 Mass of Dry Soil - Container, g 20.42 20.19 Mass of Container, 9 12.90 12.95 9.50 9.55 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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