Gravel Sand Silt Clay Coarse Medium Fine 100 90 80 70 B 50 40 30 20 10 10 4.75 2 0.420 0.10.075 0.01 0.002 0.001 Particle Diameter (mm) Percent Finer by Weight
Gravel Sand Silt Clay Coarse Medium Fine 100 90 80 70 B 50 40 30 20 10 10 4.75 2 0.420 0.10.075 0.01 0.002 0.001 Particle Diameter (mm) Percent Finer by Weight
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
Determine the uniformity coefficient and coefficient of gradation for soil A.
![Gravel
Sand
Silt
Clay
Coarse
Medium
Fine
100
90
80
70
60
B
50
40
30
20
10
A
10
4.75
2
0.420
0.1 0.075
0.01
0.002 0.001
Particle Diameter (mm)
Percent Finer
Weight](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F11afa4ca-7316-4bdf-a266-d8a3af6789b0%2F70f42171-010a-4b2a-a82e-5c5ec179c705%2Fagsa2hp_processed.png&w=3840&q=75)
Transcribed Image Text:Gravel
Sand
Silt
Clay
Coarse
Medium
Fine
100
90
80
70
60
B
50
40
30
20
10
A
10
4.75
2
0.420
0.1 0.075
0.01
0.002 0.001
Particle Diameter (mm)
Percent Finer
Weight
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