Determine the group symbol using the Unified Soil Classification System. Explain every step and criteria that you considered that lead to your final choice of classification.

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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Determine the group symbol using the Unified Soil Classification System. Explain every step and criteria that you considered that lead to your final choice of classification.

For a sample of soil, the following grain size characteristics are given:
Sieve No.
Percent Passing
4
10
20
40
80
200
100
95
83
65
43
22.3
Liquid Limit = 45
Plastic Limit = 25
Uniformity Coefficient = 5
Coefficient of Curvature = 1.7
Transcribed Image Text:For a sample of soil, the following grain size characteristics are given: Sieve No. Percent Passing 4 10 20 40 80 200 100 95 83 65 43 22.3 Liquid Limit = 45 Plastic Limit = 25 Uniformity Coefficient = 5 Coefficient of Curvature = 1.7
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