Given the laboratory results of the Atterberg Limit Test: LIQUID LIMIT TEST NO.→ 1 2 3 4 No. of Blows 38 29 20 14 Mass of Wet Soil + Container, g 22.47 21.29 21.27 26.12 Mass of Dry Soil + Container, g 19.44 18.78 18.75 22.10 Mass of Container, g 12.74 13.24 13.20 13.27 PLASTIC LIMIT NATURAL WATER CONTENT TEST NO.- 1 2 TEST NO.→ 1 Mass of Wet Soil + Container, g 23.20 22.80 Mass of Wet Soil + Container,g 17.53 16.97 Mass of Dry Soil + Container, g 20.42 20.19 Mass of Dry Soil + Container, g 14.84 14.36 Mass of Container, g 12.90 12.95 Mass of Container, g 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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Given the laboratory results of the Atterberg Limit Test:
LIQUID LIMIT
TEST NO.-
1
2
3
4
No. of Blows
38
29
20
14
Mass of Wet Soil + Container, g
22.47
21.29
21.27
26.12
Mass of Dry Soil + Container, g
19.44
18.78
18.75
22.10
Mass of Container, g
12.74
13.24
13.20
13.27
PLASTIC LIMIT
NATURAL WATER CONTENT
TEST NO.→
1
2
TEST NO.→
1
2
Mass of Wet Soil + Container, g
23.20
22.80
Mass of Wet Soil + Container, g
17.53
16.97
Mass of Dry Soil + Container, g
20.42
20.19
Mass of Dry Soil + Container, g
14.84
14.36
Mass of Container, g
12.90
12.95
Mass of Container, g
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: LIQUID LIMIT TEST NO.- 1 2 3 4 No. of Blows 38 29 20 14 Mass of Wet Soil + Container, g 22.47 21.29 21.27 26.12 Mass of Dry Soil + Container, g 19.44 18.78 18.75 22.10 Mass of Container, g 12.74 13.24 13.20 13.27 PLASTIC LIMIT NATURAL WATER CONTENT TEST NO.→ 1 2 TEST NO.→ 1 2 Mass of Wet Soil + Container, g 23.20 22.80 Mass of Wet Soil + Container, g 17.53 16.97 Mass of Dry Soil + Container, g 20.42 20.19 Mass of Dry Soil + Container, g 14.84 14.36 Mass of Container, g 12.90 12.95 Mass of Container, g 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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