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 22.8 26.0 58.1 60.0 For Plastic Limit: Moist Unit weight |Dry Unit weight 105.4 116.8 109.6 128.6 141.4 132.6 134.5 111.2 136.0 113.4 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%. Question 1: A. 48.77

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
Question 41
The following are results from the liquid and plastic limit test for a soil.
For Liquid Limit:
Moisture
Cone
Content
Penetration
16.0
17.5
42.5
47.5
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%.
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
O Question 2: D. 20.953
Question 3: A. 0.588
Question 3: B. 0.471
Question 3: C. 0.348
Question 3: D. 0.845
Transcribed Image Text:Question 41 The following are results from the liquid and plastic limit test for a soil. For Liquid Limit: Moisture Cone Content Penetration 16.0 17.5 42.5 47.5 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%. 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 O Question 2: D. 20.953 Question 3: A. 0.588 Question 3: B. 0.471 Question 3: C. 0.348 Question 3: D. 0.845
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