set a Plastic Limit:TEST NO.12Wt. of Wet soil+ containerWt. of Dry soil + containerWt. of container22.10 g | 21.77 g20.42 g | 20.19 g13.07 g | 13.18 gNatural Water Content:TEST NO.Wt. of Wet soil+ containerWt. of Dry soil + containerWt. of container217.94 g | 17.39 g14.84 g | 14.36 g7.84 g7.5 ga. Compute the liquid limitb. Compute the plastic limitc. Compute the liquidity index. + Atterberg LimitsSIT A. The following data shows the results of the liquid limit, and plastic limit test.Liquid Limit:TEST NO.12213164No. of BlowsWt. of Wet soil+351122.46 g| 21.33 g| 21.29 g | 26.21 gcontainerWt. of Dry soil +container19.44 g| 18.75 g| 18.78 g| 22.10 gWt. of container12.76 g | 13.06 g | 13.26 g | 13.27g

We will calculate water content for each case.

Plastic Limit: TEST NO. Wt. of Wet soil + container Wt. of Dry soil + container Wt. of container 1 2 22.10 g | 21.77 g 20.42 g | 20.19 g 13.07 g | 13.18 g Natural Water Content: TEST NO. Wt. of Wet soil+ container Wt. of Dry soil + container Wt. of container 17.94 g | 17.39 g 14.84 g | 14.36 g 7.84 g 7.5 g a. Compute the liquid limit b. Compute the plastic limit

Plastic Limit: TEST NO. Wt. of Wet soil + container Wt. of Dry soil + container Wt. of container 1 2 22.10 g | 21.77 g 20.42 g | 20.19 g 13.07 g | 13.18 g Natural Water Content: TEST NO. Wt. of Wet soil+ container Wt. of Dry soil + container Wt. of container 17.94 g | 17.39 g 14.84 g | 14.36 g 7.84 g 7.5 g a. Compute the liquid limit b. Compute the plastic limit

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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