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Problem F In a liquid limit test, using a cone penetrometer, the following readings were recorded. Moisture content (%) Cone Penetration 31.8 15.4 40.6 17.4 52.8 19.2 63.2 22.1 71.6 24.3 PLASTIC LIMIT TEST Weight of wet soil + container = 23.22 g 21.52 g Weight of dry soil + container = Weight of container 15.07 g NATURAL WATER CONTENT TEST Weight of wet soil + container = 18.33 g 15.64 g 8.05 g Weight of dry soil + container = Weight of container a. Compute the liquid limit. b. Compute the plastic limit. c. Compute the natural water content. d. Compute the plasticity index.

Problem F In a liquid limit test, using a cone penetrometer, the following readings were recorded. Moisture content (%) Cone Penetration 31.8 15.4 40.6 17.4 52.8 19.2 63.2 22.1 71.6 24.3 PLASTIC LIMIT TEST Weight of wet soil + container = 23.22 g 21.52 g Weight of dry soil + container = Weight of container 15.07 g NATURAL WATER CONTENT TEST Weight of wet soil + container = 18.33 g 15.64 g 8.05 g Weight of dry soil + container = Weight of container a. Compute the liquid limit. b. Compute the plastic limit. c. Compute the natural water content. d. Compute the plasticity index.

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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Problem F In a liquid limit test, using a cone penetrometer, the following readings were recorded. Moisture content (%) Cone Penetration 31.8 15.4 40.6 17.4 52.8 19.2 63.2 22.1 71.6 24.3 PLASTIC LIMIT TEST Weight of wet soil + container = 23.22 g Weight of dry soil + container = Weight of container 21.52 g 15.07 g NATURAL WATER CONTENT TEST Weight of wet soil + container = Weight of dry soil + container = Weight of container 18.33 g 15.64 g 8.05 g a. Compute the liquid limit. b. Compute the plastic limit. c. Compute the natural water content. d. Compute the plasticity index.
Transcribed Image Text:Problem F In a liquid limit test, using a cone penetrometer, the following readings were recorded. Moisture content (%) Cone Penetration 31.8 15.4 40.6 17.4 52.8 19.2 63.2 22.1 71.6 24.3 PLASTIC LIMIT TEST Weight of wet soil + container = 23.22 g Weight of dry soil + container = Weight of container 21.52 g 15.07 g NATURAL WATER CONTENT TEST Weight of wet soil + container = Weight of dry soil + container = Weight of container 18.33 g 15.64 g 8.05 g a. Compute the liquid limit. b. Compute the plastic limit. c. Compute the natural water content. d. Compute the plasticity index.
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