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 ---- -
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 ---- -
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter2: Origin Of Soil And Grain Size
Section: Chapter Questions
Problem 2.6P: Repeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis....
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