2.3 The following are the results of a sieve analysis: Mass of soil retained (g) 28 42 48 U.S. sieve no. 4 10 20 40 60 100 200 Pan 128 221 86 40 24 ⒸCengage Learning 2014 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.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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2.3 The following are the results of a sieve analysis:
Mass of soil retained (g)
U.S. sieve no.
4
10
20
40
60
100
200
Pan
28 42 48
128
221
86
40
24
ⒸCengage Leaming 2014
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.
Transcribed Image Text:2.3 The following are the results of a sieve analysis: Mass of soil retained (g) U.S. sieve no. 4 10 20 40 60 100 200 Pan 28 42 48 128 221 86 40 24 ⒸCengage Leaming 2014 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.
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