Q3: Classify the following soil according to USCS. PI=25, L.L.= 40 Sieve No. Mass of soil retained on each sieve (g) 4 6. 10 20 9.1 40 249.4 60 179.8 100 22.7 200 15.5 pan 23.5

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Soil Deposits-origin, Grain-size, And Shape
Section: Chapter Questions
Problem 2.4P: For a soil, given: D10 = 0.08 mm D30 = 0.22 mm D60 = 0.41 mm Calculate the uniformity coefficient...
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Q3: Classify the following soil according to USCS. PI=25, L.L.= 40
Sieve No.
Mass of soil retained on each sieve (g)
4
10
20
9.1
40
249.4
60
179.8
100
22.7
200
15.5
pan
23.5
Transcribed Image Text:Q3: Classify the following soil according to USCS. PI=25, L.L.= 40 Sieve No. Mass of soil retained on each sieve (g) 4 10 20 9.1 40 249.4 60 179.8 100 22.7 200 15.5 pan 23.5
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