PROBLEM No. 4Given the laboratory results of the Cone Penetration Tests in Figure 4.1 and theNatural Water Contents of Table 4.1.a. Determine the nearest value for Liquid Limit of the soil.b. Determine the nearest value for Plastic Limit of the soil.c. Determine the Plasticity Index of the soil.d. Determine the Liquidity Index of the soil.e. Using the Plasticity Chart, determine the type of soil.TABLE 4.1Natural Water ContentTest No. →12Weight of Wet Soil + Container, g17.5316.97Weight of Dry Soil + Container, g14.8414.36Weight of Container, g9.509.55Weight of Water, gWeight of Dry Soil, gWater Content, %Average Water Content, %6058Cone Weight, W = 0.78 N56W = 2.35 N5452504846444240383634 -32 -30 -1020304050FIGURE 4.1Cone Penetration, d (mm)Water Content, w (%)

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Given the laboratory results of the Cone Penetration Tests in Figure 4.1 and the Natural Water Contents of Table 4.1. a. Determine the nearest value for Liquid Limit of the soil. b. Determine the nearest value for Plastic Limit of the soil. c. Determine the Plasticity Index of the soil.

Given the laboratory results of the Cone Penetration Tests in Figure 4.1 and the Natural Water Contents of Table 4.1. a. Determine the nearest value for Liquid Limit of the soil. b. Determine the nearest value for Plastic Limit of the soil. c. Determine the Plasticity Index of the soil.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter4: Plasticity And Structure Of Soil

Section: Chapter Questions

Problem 4.6P: Refer to the soil in Problem 4.5. Using the Casagrande plasticity chart, graphically estimate the...

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