A sample of dry coarse-grained material of mass 1 kg was shaken through a nest of sieves and the following results were obtained: Opening (mm) Mass Retained Sieve no. (grams) 4 10 20 40 4.75 2.00 0.85 0.425 0.15 0.075 45 235 160 350 180 30 100 200 Pan

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
Problem 12:
A sample of dry coarse-grained material of mass 1 kg was shaken through a nest of sieves and the following
results were obtained:
Sieve no.
Opening (mm) Mass
Retained
(grams)
4
4.75
2.00
0.85
0.425
45
235
10
20
160
350
40
100
0.15
0.075
200
180
Pan
30
a) Plot the particle size distribution curve (% passing)
b) Determine the effective size
c) Determine the average particle size
d) Determine the uniformity coefficient and
e) Determine the coefficient of curvature
f) Discuss the gradation of this soil
Transcribed Image Text:Problem 12: A sample of dry coarse-grained material of mass 1 kg was shaken through a nest of sieves and the following results were obtained: Sieve no. Opening (mm) Mass Retained (grams) 4 4.75 2.00 0.85 0.425 45 235 10 20 160 350 40 100 0.15 0.075 200 180 Pan 30 a) Plot the particle size distribution curve (% passing) b) Determine the effective size c) Determine the average particle size d) Determine the uniformity coefficient and e) Determine the coefficient of curvature f) Discuss the gradation of this soil
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