The following water content data are from several plastic limit tests for a soil. Determine PL of the soil as the average of those values. Test 1 Test 2 Test 3 Test 4 Wet wt + tare wt. 25.3 28.3 22.3 26.3 (g) Dry wt + tare wt. (g) Tare wt. (g) 22.3 24.5 19.5 23.2 1.8 1.8 1.8 1.8 Determine also the (a) Plasticity index of the soil (b) Liquidity index of the soil if its natural water content at in-situ was 32.5%.

The following water content data are from several plastic limit tests for a soil. Determine PL of the soil as the average of those values. Test 1 Test 2 Test 3 Test 4 Wet wt + tare wt. 25.3 28.3 22.3 26.3 (g) Dry wt + tare wt. (g) Tare wt. (g) 22.3 24.5 19.5 23.2 1.8 1.8 1.8 1.8 Determine also the (a) Plasticity index of the soil (b) Liquidity index of the soil if its natural water content at in-situ was 32.5%.

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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