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The following are results from the liquid and plastic limit test for a soil. For Liquid Limit: Moisture Cone Content 42.5 Penetration 16.0 47.5 17.5 58.1 60.0 22.8 26.0 For Plastic Limit: Moist Unit weight Dry Unit weight 128.6 105.4 141.4 116.8 132.6 109.6 134.5 111.2 136.0 113.4 1. Determine the liquid limit of the soil. 2. Determine the plastic limit of the soil. 3. Determine the liquidity index of the soil if w = 36%.

The following are results from the liquid and plastic limit test for a soil. For Liquid Limit: Moisture Cone Content 42.5 Penetration 16.0 47.5 17.5 58.1 60.0 22.8 26.0 For Plastic Limit: Moist Unit weight Dry Unit weight 128.6 105.4 141.4 116.8 132.6 109.6 134.5 111.2 136.0 113.4 1. Determine the liquid limit of the soil. 2. Determine the plastic limit of the soil. 3. Determine the liquidity index of the soil if w = 36%.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The following are results from the liquid and plastic limit test for a soil. For Liquid Limit: Moisture Content 42.5 Cone Penetration 16.0 47.5 17.5 58.1 22.8 60.0 26.0 For Plastic Limit: Moist Unit weight Dry Unit weight 128.6 105.4 141.4 116.8 132.6 109.6 134.5 111.2 136.0 113.4 1. Determine the liquid limit of the soil. 2. Determine the plastic limit of the soil. 3. Determine the liquidity index of the soil if w = 36%. O Question 1: A. 48.77 Question 1: B. 52.85 Question 1: C. 50.11 Question 1: D. 42.58 Question 2: A. 20.988 Question 2: B. 22.011 Question 2: C. 21.062 Question 2: D. 20.953 Question 3: A. 0.588 Question 3: B. 0.471 O Question 3: C. 0.348 Question 3: D.0.845
Transcribed Image Text:The following are results from the liquid and plastic limit test for a soil. For Liquid Limit: Moisture Content 42.5 Cone Penetration 16.0 47.5 17.5 58.1 22.8 60.0 26.0 For Plastic Limit: Moist Unit weight Dry Unit weight 128.6 105.4 141.4 116.8 132.6 109.6 134.5 111.2 136.0 113.4 1. Determine the liquid limit of the soil. 2. Determine the plastic limit of the soil. 3. Determine the liquidity index of the soil if w = 36%. O Question 1: A. 48.77 Question 1: B. 52.85 Question 1: C. 50.11 Question 1: D. 42.58 Question 2: A. 20.988 Question 2: B. 22.011 Question 2: C. 21.062 Question 2: D. 20.953 Question 3: A. 0.588 Question 3: B. 0.471 O Question 3: C. 0.348 Question 3: D.0.845
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