2. How much coarse-grained and fine-grained soils are in each soil?
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter12: Electric Current And Related Variables In Engineering
Section12.2: Electrical Circuits And Components
Problem 6BYG
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CEN 333 Geotechnical
![2. How much coarse-grained and fine-grained soils are in each soil?
3. What are the percentages of clay and silt in each soil according to USCS.
4. Determine the effective diameter for each soil.
5. Determine the coefficient of gradation and the coefficient of uniformity for each soil.
6. Classify each soil.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fed266b45-4460-4ee5-a8dc-e78b9b15e6cd%2F73afde85-83cc-4b8e-80c6-80168694a0c4%2Ffbsm41_processed.png&w=3840&q=75)
Transcribed Image Text:2. How much coarse-grained and fine-grained soils are in each soil?
3. What are the percentages of clay and silt in each soil according to USCS.
4. Determine the effective diameter for each soil.
5. Determine the coefficient of gradation and the coefficient of uniformity for each soil.
6. Classify each soil.
![Sieve
opening
mm)
weight %weight Cumilati
retained retained ve %
% finer weight %weight Cumilati
retained retained ve %
% finer
Soil A
Soil B
4.75
0.00
100
100
2
20.2
4.04
4.04
95.96
48.1
9.62
9.62
90.38
0.85
25.7
5.14
9.18
90.82
219.5
43.92
53.54 46.46243
0.425
60.4
12.08
21.26
78.74
67.3
13.47
67.00 32.99705
0.15
98.1
19.63
40.88
59.12
137.2
27.45
94.45 5.546066
0.075
127.2
25.45
66.33
33.67
22.1
4.42
98.88 1.124298
0.05
22.6
1
0.01
13.8
0.9
0.005
12.2
0.8
0.002
5
0.5
Step 3 Gradation curve
Gradation curve is as shown below
Gradation curve
120
100
80
60
Soil A
Soil B
40
20
0.001
0.01
1
10
sieve size (mm)
% finer](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fed266b45-4460-4ee5-a8dc-e78b9b15e6cd%2F73afde85-83cc-4b8e-80c6-80168694a0c4%2Fi8azmfj_processed.png&w=3840&q=75)
Transcribed Image Text:Sieve
opening
mm)
weight %weight Cumilati
retained retained ve %
% finer weight %weight Cumilati
retained retained ve %
% finer
Soil A
Soil B
4.75
0.00
100
100
2
20.2
4.04
4.04
95.96
48.1
9.62
9.62
90.38
0.85
25.7
5.14
9.18
90.82
219.5
43.92
53.54 46.46243
0.425
60.4
12.08
21.26
78.74
67.3
13.47
67.00 32.99705
0.15
98.1
19.63
40.88
59.12
137.2
27.45
94.45 5.546066
0.075
127.2
25.45
66.33
33.67
22.1
4.42
98.88 1.124298
0.05
22.6
1
0.01
13.8
0.9
0.005
12.2
0.8
0.002
5
0.5
Step 3 Gradation curve
Gradation curve is as shown below
Gradation curve
120
100
80
60
Soil A
Soil B
40
20
0.001
0.01
1
10
sieve size (mm)
% finer
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