Problem 4: The following are the results of a sieve analysis. a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, D60, for the soil. c. Calculate the uniformity coefficient Cu. d. Calculate the coefficient of gradation Cc. U.S. Sieve N 4 10 20 40 60 100 200 Pan Mass of Soil Retained (g) 0 18.5 53.2 90.5 81.8 92.2 58.5 26.5
Problem 4: The following are the results of a sieve analysis. a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, D60, for the soil. c. Calculate the uniformity coefficient Cu. d. Calculate the coefficient of gradation Cc. U.S. Sieve N 4 10 20 40 60 100 200 Pan Mass of Soil Retained (g) 0 18.5 53.2 90.5 81.8 92.2 58.5 26.5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Problem 4:
The following are the results of a sieve analysis.
a. Determine the percent finer than each sieve and plot a grain-size distribution curve.
b. Determine D10, D30, D60, for the soil.
c. Calculate the uniformity coefficient Cu.
d. Calculate the coefficient of gradation Cc.
U.S. Sieve N
4
10
20
40
60
100
200
Pan
U.S. Sieve N
Mass of Soil
Retained (g)
Problem 5:
Repeat problem 4 with the following data.
4
6
10
20
40
60
100
200
Pan
0
18.5
53.2
90.5
81.8
92.2
58.5
26.5
Mass of Soil
Retained (g)
0
0
0
9.1
249.4
179.8
22.7
15.5
23.5](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3cde48b2-88af-459a-ae29-e1791f12345b%2Fecad04b8-a7a9-4201-8716-bd3b6b30e9ec%2Freqcf0f_processed.png&w=3840&q=75)
Transcribed Image Text:Problem 4:
The following are the results of a sieve analysis.
a. Determine the percent finer than each sieve and plot a grain-size distribution curve.
b. Determine D10, D30, D60, for the soil.
c. Calculate the uniformity coefficient Cu.
d. Calculate the coefficient of gradation Cc.
U.S. Sieve N
4
10
20
40
60
100
200
Pan
U.S. Sieve N
Mass of Soil
Retained (g)
Problem 5:
Repeat problem 4 with the following data.
4
6
10
20
40
60
100
200
Pan
0
18.5
53.2
90.5
81.8
92.2
58.5
26.5
Mass of Soil
Retained (g)
0
0
0
9.1
249.4
179.8
22.7
15.5
23.5
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