1. The following are the results of a sieve analysis: U.S Sieve No. Mass of soil 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 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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1. The following are the results of a sieve analysis:
U.S Sieve No.
Mass of soil 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 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:Activity Sheet 1. The following are the results of a sieve analysis: U.S Sieve No. Mass of soil 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 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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