a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D₁0, D30, and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient, C₁. d. Calculate the coefficient of gradation, C.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter2: Origin Of Soil And Grain Size
Section: Chapter Questions
Problem 2.6P: Repeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis....
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The following are the results of a sieve analysis:
U.S. sieve no.
4
10
20
40
60
100
200
Pan
Mass of soil
retained (g)
0
18.5
53.2
90.5
81.8
92.2
58.5
26.5
a. Determine the percent finer than each sieve and plot a grain-size distribution
curve.
b. Determine D10, D30, and D60 from the grain-size distribution curve.
c. Calculate the uniformity coefficient, C.
d. Calculate the coefficient of gradation, Ce.
Transcribed Image Text:The following are the results of a sieve analysis: U.S. sieve no. 4 10 20 40 60 100 200 Pan Mass of soil retained (g) 0 18.5 53.2 90.5 81.8 92.2 58.5 26.5 a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient, C. d. Calculate the coefficient of gradation, Ce.
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