sample of dry coarse-grained material was shaken through a nest of sieves and following results were obtained:Find the effective diameter of the soil sample. What is the uniformity coefficient of the soil sample (D60 =

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A sample of dry coarse-grained material was shaken through a nest of sieves and following results were obtained:Find the effective diameter of the soil sample. What is the uniformity coefficient of the soil sample (D60 = 0.44mm). What is the coefficient of curvature of the soil sample? (D30 = 0.19mm).

Sieve No.
Diameter (mm)
Mass Retained (grams)
4
4.750
10
2.000
14.80
20
0.850
98.00
40
0.425
90.10
100
0.150
181.90
200
0.075
108.80
Pan
6.10
Transcribed Image Text:Sieve No. Diameter (mm) Mass Retained (grams) 4 4.750 10 2.000 14.80 20 0.850 98.00 40 0.425 90.10 100 0.150 181.90 200 0.075 108.80 Pan 6.10
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