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, Cu.

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.
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, Cu.
d. Calculate the coefficient of gradation, Cc.

The following are the results of a sieve analysis:
Mass of soil
U.S. sieve no.
retained (g)
4
10
44
20
56
40
82
60
51
80
106
100
92
200
85
Pan
35
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, C.
Transcribed Image Text:The following are the results of a sieve analysis: Mass of soil U.S. sieve no. retained (g) 4 10 44 20 56 40 82 60 51 80 106 100 92 200 85 Pan 35 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, C.
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