TRIAL 1 2 4 MASS OF CONTAINER WITH WET SOIL (GRAMS) 33-43 32.16 34.80 35.47 14 MASS OF CONTAINER WITH DRY SOIL (GRAMS) 29-81 28.5.2 28.90 31. 29 MOICTURE CONTENT (%) + 21-65 20.17 THE RESULT OF PLASTIC LIMIT DETERMINATION OF A SOIL SAMPLE IS GIVEN ABOVE. 3.) COMPUTE THE MASS OF THE CONTAINER USED IN ALL TRIALS. 2) COMPUTE THE MASS OF THE DRY SOIL IN THE THIRD TRIAL. ) COMPUTE THE PLASTIC LIMIT OF THE SOIL.
TRIAL 1 2 4 MASS OF CONTAINER WITH WET SOIL (GRAMS) 33-43 32.16 34.80 35.47 14 MASS OF CONTAINER WITH DRY SOIL (GRAMS) 29-81 28.5.2 28.90 31. 29 MOICTURE CONTENT (%) + 21-65 20.17 THE RESULT OF PLASTIC LIMIT DETERMINATION OF A SOIL SAMPLE IS GIVEN ABOVE. 3.) COMPUTE THE MASS OF THE CONTAINER USED IN ALL TRIALS. 2) COMPUTE THE MASS OF THE DRY SOIL IN THE THIRD TRIAL. ) COMPUTE THE PLASTIC LIMIT OF THE SOIL.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:TRIAL
1
2
4
MASS OF CONTAINER WITH
WET SOIL (GRAMS)
33.43
32.16
34.80
35.47
MASS OF CONTAINER WITH DRY
SOIL (GRAMS)
29-81
28.5.2
28.90
31.129
MOICTURE CONTENT
(%) 6
21.05
20.17
THE RESULT OF PLASTIC LIMIT DETERMINATION OF A SOIL SAMPLE IS GIVEN ABOVE.
2) COMPUTE THE MASS OF THE CONTAINER USED IN ALL TRIALS.
b.) COMFUTE THE MASS OF THE DRY SOIL IN THE THIRD TRIAL
c) COMPUTE THE PLASTIC LIMIT OF THE SOIL.
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