(%) 32.1 |(mm) 14.4 41.6 16.4 51.8 18.2 64.2 21.1 72.6 22.3 Plastic Limit Test Weight of wet soil + container = 22.12 g Weight of dry soil + container = 21.42 g Weight of container = 13.07 g Natural Water Content Test Weight of wet soil + container = 17.53 g Weight of dry soil + container = 14.84 g Weight of container = 7.84 g Compute the liquid limit Compute the plastic limit Compute the natural water content Compute the plasticity index Compute the liquidity index

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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sit b

SIT B. In a liquid limit test, using cone penetrometer, the following readings were recorded.
Moisture Content
Cone Penetration
(%)
32.1
(mm)
14.4
41.6
16.4
51.8
18.2
64.2
21.1
72.6
22.3
Plastic Limit Test
Weight of wet soil + container = 22.12 g
Weight of dry soil + container = 21.42 g
Weight of container = 13.07 g
Natural Water Content Test
Weight of wet soil + container = 17.53 g
Weight of dry soil + container = 14.84 g
Weight of container = 7.84 g
1. Compute the liquid limit
2. Compute the plastic limit
3. Compute the natural water content
4. Compute the plasticity index
5. Compute the liquidity index
6. Compute the consistency index
Transcribed Image Text:SIT B. In a liquid limit test, using cone penetrometer, the following readings were recorded. Moisture Content Cone Penetration (%) 32.1 (mm) 14.4 41.6 16.4 51.8 18.2 64.2 21.1 72.6 22.3 Plastic Limit Test Weight of wet soil + container = 22.12 g Weight of dry soil + container = 21.42 g Weight of container = 13.07 g Natural Water Content Test Weight of wet soil + container = 17.53 g Weight of dry soil + container = 14.84 g Weight of container = 7.84 g 1. Compute the liquid limit 2. Compute the plastic limit 3. Compute the natural water content 4. Compute the plasticity index 5. Compute the liquidity index 6. Compute the consistency index
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