21 Calculate the Liquid Limit, plastic limit and plasticity index. Results of liquid limit test 1 Test no 3 Mass of tin container (g) 16,03 15,50 17,85 Mass of tin container with wet soil 34,32 33,22 34.49 (g) Mass of tin container with dry soil (g) Number of taps (Casagrande apparatus) 31,88 31,41 33,70 19 28 32 Results of plastic limit test Test no Mass of tin container (g) 15,33 17,01 14,22 Mass of tin container with wet soil 28,50 26,78 26,61 (g) Mass of tin container with dry soil (g) 26,29 26,73 25,58

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Question 2
2 The following are results obtained in a soil laboratory for a liquid and a plastic limit test:
2.1 Calculate the Liquid Limit, plastic limit and plasticity index.
Results of liquid limit test
Test no
1
2
3
Mass of tin container (g)
16,03
15,50
17,85
Mass of tin container with wet soil
34,32
33,22
34.49
(g)
Mass of tin container with dry soil
(g)
Number of taps (Casagrande
31,88
31,41
33,70
19
28
32
apparatus)
Results of plastic limit test
Test no
2
Mass of tin container (g)
15,33
17,01
14,22
Mass of tin container with wet soil
28,50
26,78
26,61
(g)
Mass of tin container with dry soil
26,29
26,73
25,58
(g)
Transcribed Image Text:Question 2 2 The following are results obtained in a soil laboratory for a liquid and a plastic limit test: 2.1 Calculate the Liquid Limit, plastic limit and plasticity index. Results of liquid limit test Test no 1 2 3 Mass of tin container (g) 16,03 15,50 17,85 Mass of tin container with wet soil 34,32 33,22 34.49 (g) Mass of tin container with dry soil (g) Number of taps (Casagrande 31,88 31,41 33,70 19 28 32 apparatus) Results of plastic limit test Test no 2 Mass of tin container (g) 15,33 17,01 14,22 Mass of tin container with wet soil 28,50 26,78 26,61 (g) Mass of tin container with dry soil 26,29 26,73 25,58 (g)
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