2. The following are the results of a sieve analysis. U.S. Mass of soil sieve no. retained (g) 4 10 18.5 20 53.2 40 90.5 60 81.8 100 92.2 200 58.5 Pan 26.5 a. Determine the percent finer than each sieve and plot a grain-size distri- bution curve. b. Determine Du, Dy, and D, for each soil. c. Calculate the uniformity coefficient C. d. Calculate the coefficient of gradation C.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. The following are the results of a sieve analysis.
U.S.
Mass of soil
sieve no.
retained (g)
4
10
18.5
20
53,2
40
90.5
60
81.8
100
92.2
200
58.5
Pan
26.5
a. Determine the percent finer than each sieve and plot a grain-size distri-
bution curve.
b. Determine Du, Dy, and D, for each soil.
c. Calculate the uniformity coefficient C.
d. Calculate the coefficient of gradation C.
Transcribed Image Text:2. The following are the results of a sieve analysis. U.S. Mass of soil sieve no. retained (g) 4 10 18.5 20 53,2 40 90.5 60 81.8 100 92.2 200 58.5 Pan 26.5 a. Determine the percent finer than each sieve and plot a grain-size distri- bution curve. b. Determine Du, Dy, and D, for each soil. c. Calculate the uniformity coefficient C. d. Calculate the coefficient of gradation C.
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