18.4 19.3 Mass of empty can, g Mass of empty can + wet soil 51.6 45.6 sample, g Mass of empty can + dry soil sample, g 37.8 35.8 Cone penetration, mm 26 15 Determine the liquid limit in percent. Round off to two decimal places.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. The following results are obtained from a series of cone penetrometer tests.

 

 

Mass of empty can, g
18.4
19.3
Mass of empty can + wet soil
51.6
45.6
sample, g
Mass of empty can + dry soil
37.8
35.8
sample, g
Cone penetration, mm
26
15
Determine the liquid limit in percent. Round off to two decimal places.
Transcribed Image Text:Mass of empty can, g 18.4 19.3 Mass of empty can + wet soil 51.6 45.6 sample, g Mass of empty can + dry soil 37.8 35.8 sample, g Cone penetration, mm 26 15 Determine the liquid limit in percent. Round off to two decimal places.
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