Problem FIn a liquid limit test, using acone penetrometer, the following readings wererecorded.Moisture content (%)Cone Penetration31.815.440.617.452.819.263.222.171.624.3PLASTIC LIMIT TESTWeight of wet soil + container =23.22 gWeight of dry soil + container =Weight of container21.52 g15.07 gNATURAL WATER CONTENT TESTWeight of wet soil + container =Weight of dry soil + container =Weight of container18.33 g15.64 g8.05 ga. Compute the liquid limit.b. Compute the plastic limit.c. Compute the natural water content.d. Compute the plasticity index.

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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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