2a. The following data was obtained from Liquid Limit Test conducted at a Soil Lab.Using the data given in Table 01, determine the following;Liquid Limit DeterminationSpecimen No.No. of BlowsWt. of ContainerWt. of Container + Wet SoilWt. of Container + Dry Soili.ii.Unit114(g) 7.17(g)27.97(9)21.372207.3727.3721.273287.7728.4722.3743210.9730.1724.67IDetermine the Liquid Limit and Flow IndexIf Plastic Limit of this soil is 22. Classify the soil based on BS SoilClassification system.5397.2726.5721.17

Given data, Plastic limit = 22 Liquid limit will be the water content at 25 blows.

| 2a. The following data was obtained from Liquid Limit Test conducted at a Soil Lab. Using the data given in Table 01, determine the following; Liquid Limit Determination Specimen No. No. of Blows Wt. of Container Wt. of Container + Wet Soil Wt. of Container + Dry Soil i. ii. Unit (g) (g) (g) 1 14 7.17 27.97 21.37 2 20 7.37 27.37 21.27 3 28 7.77 28.47 22.37 32 10.97 4 30.17 24.67 I Determine the Liquid Limit and Flow Index If Plastic Limit of this soil is 22. Classify the soil based on BS Soil Classification system. 5 39 7.27 26.57 21.17

| 2a. The following data was obtained from Liquid Limit Test conducted at a Soil Lab. Using the data given in Table 01, determine the following; Liquid Limit Determination Specimen No. No. of Blows Wt. of Container Wt. of Container + Wet Soil Wt. of Container + Dry Soil i. ii. Unit (g) (g) (g) 1 14 7.17 27.97 21.37 2 20 7.37 27.37 21.27 3 28 7.77 28.47 22.37 32 10.97 4 30.17 24.67 I Determine the Liquid Limit and Flow Index If Plastic Limit of this soil is 22. Classify the soil based on BS Soil Classification system. 5 39 7.27 26.57 21.17

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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