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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 sample, g 51.6 45.6 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.

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 sample, g 51.6 45.6 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
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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9

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 sample, g

51.6

45.6

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.

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