A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: 60 200 20 0.85 30 100 0.15 Sieve No. 4 Pan Opening (mm) % Passing 10 | 2.00 60 40 0.425 4.75 0.25 0.075 94 10 7 5 31. Determine the uniformity coefficient. b. 4.424 C. 1.250 d. 0.85 4.706 32. Determine the coefficient of curvature. а. а. 4.706 b. 4.424 с. 1.250 d. 0.85 33. Given that the soil is non-plastic, classify the soil by using the Unified Soil Classification System. d. SP GW b. GP c. SW а.
A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: 60 200 20 0.85 30 100 0.15 Sieve No. 4 Pan Opening (mm) % Passing 10 | 2.00 60 40 0.425 4.75 0.25 0.075 94 10 7 5 31. Determine the uniformity coefficient. b. 4.424 C. 1.250 d. 0.85 4.706 32. Determine the coefficient of curvature. а. а. 4.706 b. 4.424 с. 1.250 d. 0.85 33. Given that the soil is non-plastic, classify the soil by using the Unified Soil Classification System. d. SP GW b. GP c. SW а.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question

Transcribed Image Text:A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results
are obtained:
20
| 200
40
0.425
Sieve No.
10
2.00
4
60
100
Pan
Opening (mm)
% Passing
4.75
0.85
0.25
0.15
0.075
--
94
60
30
10
7
5
3
31. Determine the uniformity coefficient.
b. 4.424
32. Determine the coefficient of curvature.
a.
4.706
C.
1.250
d. 0.85
а. 4.706
b. 4.424
C.
1.250
d. 0.85
33. Given that the soil is non-plastic, classify the soil by using the Unified Soil Classification System.
a.
GW
b. GP
C.
Sw
d. SP
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