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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IVUIV v
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
22.3 Dry wt. +
tare wt., gf
Tare wt. gf
tare wt., gf
Dry wt. +
tare wt., gf
Tare wt., gf
tare wt., gf
Dry wt. +
tare wt.. gf
Tare wt., gf
tare wt., gf
24.5
19.5
23.2
Dry wt. +
tare wt., gf
Tare wt., gf
1.8
1.8
1.8
1.8
gf = grams
tare wt = weight of moisture can
%3D
Transcribed Image Text:Books Study Career Life IVUIV v 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 22.3 Dry wt. + tare wt., gf Tare wt. gf tare wt., gf Dry wt. + tare wt., gf Tare wt., gf tare wt., gf Dry wt. + tare wt.. gf Tare wt., gf tare wt., gf 24.5 19.5 23.2 Dry wt. + tare wt., gf Tare wt., gf 1.8 1.8 1.8 1.8 gf = grams tare wt = weight of moisture can %3D
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