Q/ For the given sieve analysis test of a soil sample, find the following: 1. The percentage of soil passing through each sieve. 2. Draw the grain size distribution curve using Semi-Log paper. 3. D10, D30 and Do. 4. The coefficient of uniformity and the coefficient of gradation. Sieve Sieve diameter Retained No. (mm) (gm) 4 4.75 19.7 10 2.0 42.8 20 0.85 76.2 40 0.425 128.5 60 0.25 108.3 100 0.15 12.5 200 0.074 8.4 Pan 3.6 ---- -

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q/ For the given sieve analysis test of a soil sample, find the following:
1. The percentage of soil passing through each sieve.
2. Draw the grain size distribution curve using Semi-Log paper.
3. Dio, D30 and Doo.
4. The coefficient of uniformity and the coefficient of gradation.
Sieve
Sieve diameter
Retained
(mm)
(gm)
19.7
No.
4
4.75
10
2.0
42.8
20
0.85
76.2
40
0.425
128.5
60
0.25
108.3
100
0.15
12.5
200
0.074
8.4
Pan
3.6
Transcribed Image Text:Q/ For the given sieve analysis test of a soil sample, find the following: 1. The percentage of soil passing through each sieve. 2. Draw the grain size distribution curve using Semi-Log paper. 3. Dio, D30 and Doo. 4. The coefficient of uniformity and the coefficient of gradation. Sieve Sieve diameter Retained (mm) (gm) 19.7 No. 4 4.75 10 2.0 42.8 20 0.85 76.2 40 0.425 128.5 60 0.25 108.3 100 0.15 12.5 200 0.074 8.4 Pan 3.6
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