.a. Determine coefficient of uniformity and coefficient of gradation b. Determine the soil classification for engineering purpose using USCS and AASHTO classification.

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. The grain-size analysis for an inorganic soil is shown below
100
90
80
70
60
50
40
30
20
10
0.1
10
particle diameter (mm)
.a. Determine coefficient of uniformity and coefficient of gradation
b. Determine the soil classification for engineering purpose using USCS and AASHTO classification.
percent passing
Transcribed Image Text:. The grain-size analysis for an inorganic soil is shown below 100 90 80 70 60 50 40 30 20 10 0.1 10 particle diameter (mm) .a. Determine coefficient of uniformity and coefficient of gradation b. Determine the soil classification for engineering purpose using USCS and AASHTO classification. percent passing
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