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, C. the coefficient of gradation, Co U.S. sieve no. 4 10 20 40 60 80 100 200 Pan Mass of soil retained (g) 0 44 56 82 51 106 92 85 35

Structural Analysis
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Chapter2: Loads On Structures
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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, C. the coefficient of gradation, Co.
U.S. sieve no.
4
10
20
40
60
80
100
200
Pan
Mass of soil
retained (g)
0
44
56
82
51
106
92
85
35
Transcribed Image Text:Problem 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, C. the coefficient of gradation, Co. U.S. sieve no. 4 10 20 40 60 80 100 200 Pan Mass of soil retained (g) 0 44 56 82 51 106 92 85 35
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