Liquid Limit Determination Can no. Mass of wet soil + can Mass of dry soil + can Mass of can Mass of dry soil Mass of moisture Water content, w% No. of blows N AI 31.7 2913 22,7 6.6 10 6 A 18 33.9 3113 24,3 7,0 9 63 4014 37,5 2819 816 15 53 35.3 32.0 22,1 919 37 132 36.6 33,3 22.5 1018 42

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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How do I find the calculations for mass of moisture, water content and penetration?
Liquid Limit Determination
Can no.
Mass of wet soil + can
Mass of dry soil + can
Mass of can
Mass of dry soil
Mass of moisture
Water content, w%
No. of blows N
Penetration D, mm
AI
31.7
2913
22,7
6.6
6
418
33.9
31.3
24,3
7,0
9
63
4014
37,5
28,9
816
15
53
35.3
32.0
22,1
9.9
37
132
36.6
33,3
22.5
1018
42
Flow index F₁ =
Liquid limit=
Transcribed Image Text:Liquid Limit Determination Can no. Mass of wet soil + can Mass of dry soil + can Mass of can Mass of dry soil Mass of moisture Water content, w% No. of blows N Penetration D, mm AI 31.7 2913 22,7 6.6 6 418 33.9 31.3 24,3 7,0 9 63 4014 37,5 28,9 816 15 53 35.3 32.0 22,1 9.9 37 132 36.6 33,3 22.5 1018 42 Flow index F₁ = Liquid limit=
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