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. Given the laboratory results of the Atterberg Limit Test below:LIQUID LIMITTEST NO. -23Cone Penetration, mm16182833Mass of Wet Soil + Container, g35.6236.9141.2645.70Mass of Dry Sail + Container, g28.8429.8931.4233.69Mass of Container, g10.5212.3311.7411.45Plastic LimitTEST NO.-1Mass of Wet Soil + Container, g30.1831.78Mass of Dry Sail + Container, g25.7627.18Mass af Container,10.5212.33NATURAL MOISTURE CONTENTTEST NO.Mass af Wet Soil + Cantainer, g27.7730.04Mass of Dry Sail+ Container, 825.3927.23Mass of Container, g11.7411.451. 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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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.

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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