U.S Sieve No Opening (mm) Mass of soil retained (g) 4 4.75 28 10 2.00 42 20 0.85 48 40 0.425 128 60 0.250 221 100 0.150 86 200 0.075 40 Pan 24 Determine the percent finer than each sieve and plot a grain-size distribution curve. Determine D10, D30, and D60 from the grain-size distribution curve. Calculate the uniformity coefficient, Cu. Calculate the coefficient of gradation, Cc. Classify the soil by AASHTO and USCS system. (LL = 30, PL = 10)
U.S Sieve No Opening (mm) Mass of soil retained (g) 4 4.75 28 10 2.00 42 20 0.85 48 40 0.425 128 60 0.250 221 100 0.150 86 200 0.075 40 Pan 24 Determine the percent finer than each sieve and plot a grain-size distribution curve. Determine D10, D30, and D60 from the grain-size distribution curve. Calculate the uniformity coefficient, Cu. Calculate the coefficient of gradation, Cc. Classify the soil by AASHTO and USCS system. (LL = 30, PL = 10)
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....
Related questions
Question
U.S Sieve No |
Opening (mm) |
Mass of soil retained (g) |
4 |
4.75 |
28 |
10 |
2.00 |
42 |
20 |
0.85 |
48 |
40 |
0.425 |
128 |
60 |
0.250 |
221 |
100 |
0.150 |
86 |
200 |
0.075 |
40 |
Pan |
|
24 |
- Determine the percent finer than each sieve and plot a grain-size distribution curve.
- Determine D10, D30, and D60 from the grain-size distribution curve.
- Calculate the uniformity coefficient, Cu.
- Calculate the coefficient of gradation, Cc.
- Classify the soil by AASHTO and USCS system. (LL = 30, PL = 10)
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