From the results of a sieve analysis, shown below, determine: (a) the percent finer than each sieve (prepare table) and plot a grain-size distribution curve (b) D10, D30, D60 from the grain-size distribution curve, (c) the uniformity coefficient, Cu, and (d) 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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From the results of a sieve analysis, shown below, determine: (a) the percent finer than each sieve (prepare table) and plot a grain-size distribution curve
(b) D10, D30, D60 from the grain-size distribution curve, (c) the uniformity coefficient, Cu, and (d) the coefficient of gradation, Cc.
Result of Sieve Analysis
Sieve Diameter Mass of soil retained
on each sieve (g)
Number (mm)
4
4.750
29
10
2.000
40
20
0.850
48
40
0.425
125
60
0.250
227
100
0.150
90
200
0.075
35
Pan
24
Transcribed Image Text:From the results of a sieve analysis, shown below, determine: (a) the percent finer than each sieve (prepare table) and plot a grain-size distribution curve (b) D10, D30, D60 from the grain-size distribution curve, (c) the uniformity coefficient, Cu, and (d) the coefficient of gradation, Cc. Result of Sieve Analysis Sieve Diameter Mass of soil retained on each sieve (g) Number (mm) 4 4.750 29 10 2.000 40 20 0.850 48 40 0.425 125 60 0.250 227 100 0.150 90 200 0.075 35 Pan 24
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