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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 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.

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
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 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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