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Engineering · Civil Engineering
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The following are the results of a sieve analysis:

U.S Sieve No.

Mass of soil retained (g)

½ in.

0

4

90

10

105

20

113

40

175

60

167

80

156

100

100

200

150

Pan

115

a. Determine the percent finer than each sieve and plot the grain-size distribution curve.

Develop a spreadsheet for the computations and plotting required for problems and make sure to turn on “minor gridlines” for the grain size axis. Please present the grain size distribution in semi-log scale.

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.

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