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 2 Test 3 Test 4 Test 1 22.3 Wet wt. + 26.3 Wet wt. + 25.3 Wet wt. + 28.3 Wet wt. + tare wt., gf tare wt., gf Dry wt. + tare wt., gf Tare wt. gf tare wt., gf tare wt., gf Dry wt. + tare wt., gf Tare wt., gf 23.2 Dry wt. + tare wt. gf Tare wt., gf 19.5 Dry wt. + tare wt. gf Tare wt. gf 22.3 24.5 1.8 1.8 1.8 1.8
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 2 Test 3 Test 4 Test 1 22.3 Wet wt. + 26.3 Wet wt. + 25.3 Wet wt. + 28.3 Wet wt. + tare wt., gf tare wt., gf Dry wt. + tare wt., gf Tare wt. gf tare wt., gf tare wt., gf Dry wt. + tare wt., gf Tare wt., gf 23.2 Dry wt. + tare wt. gf Tare wt., gf 19.5 Dry wt. + tare wt. gf Tare wt. gf 22.3 24.5 1.8 1.8 1.8 1.8
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter5: Classification Of Soil
Section: Chapter Questions
Problem 5.10P
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