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

Structural Analysis
6th Edition
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:
Mass of soil
retained on
U.S. sieve no. each sieve (g)
4
10
20
9.1
40
249.4
60
100
179.8
22.7
200
15.5
23.5
Pan
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
Transcribed Image Text:2. The following are the results of a sieve analysis: Mass of soil retained on U.S. sieve no. each sieve (g) 4 10 20 9.1 40 249.4 60 100 179.8 22.7 200 15.5 23.5 Pan 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
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