Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 96 10 2.000 85 20 0.850 69 40 0.425 40 60 0.250 26 100 0.150 13 200 0.075 6 Pan 0 Determine the value of the coefficient of uniformity. Round off to three decimal places.

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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Given below is the result of a sieve analysis done on a soil sample. Determine the value of the coefficient of uniformity. Round off th three decimal places.

Given below is the result of a sieve analysis done on a soil sample.
Sieve No.
Diameter
Percent Passing %
4
4.750
96
10
2.000
85
20
0.850
69
40
0.425
40
60
0.250
26
100
0.150
13
200
0.075
6
Pan
0
Determine the value of the coefficient of uniformity. Round off to three decimal places.
Transcribed Image Text:Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 96 10 2.000 85 20 0.850 69 40 0.425 40 60 0.250 26 100 0.150 13 200 0.075 6 Pan 0 Determine the value of the coefficient of uniformity. Round off to three decimal places.
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