For Lic Cone Moisture Content 42.5 47.5 58.1 60.0 Penetration 16.0 17.5 22.8 26.0 For Plastic Limit: Moist Unit weight Dry Unit weight 105.4 116.8 128.6 141.4 132.6 109.6 134.5 136.0 111.2 113.4 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
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 1
The following are results from the liquid and plastic limit test for a soil.
For Liquid Limit:
Cone
Moisture
Content
42.5
Penetration
16.0
17.5
47.5
22.8
58.1
60.0
26.0
For Plastic Limit:
Moist Unit weight Dry Unit weight
128.6
105.4
116.8
141.4
132.6
134.5
109.6
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%.
Transcribed Image Text:A Moving to another que Question 1 The following are results from the liquid and plastic limit test for a soil. For Liquid Limit: Cone Moisture Content 42.5 Penetration 16.0 17.5 47.5 22.8 58.1 60.0 26.0 For Plastic Limit: Moist Unit weight Dry Unit weight 128.6 105.4 116.8 141.4 132.6 134.5 109.6 111.2 136.0 113.4 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%.
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