Situation 3. Following are the results of a sieve analysis. Sieve No. 4 6 10 20 40 Diameter (mm) 4.760 2.380 2.000 0.840 0.420 Soil Sample Mass Retained (g) 100 180 86 160 105 104

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 3.
Following are the results of a sieve analysis.
Determine:
a. Cu
b. Cc
c. So
Sieve No.
4
6
10
20
40
60
100
200
Pan
Diameter (mm)
4.760
2.380
2.000
0.840
0.420
0.250
0.149
0.074
Soil Sample
Mass Retained (g)
100
180
86
160
105
134
110
65
45
Transcribed Image Text:Situation 3. Following are the results of a sieve analysis. Determine: a. Cu b. Cc c. So Sieve No. 4 6 10 20 40 60 100 200 Pan Diameter (mm) 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 Soil Sample Mass Retained (g) 100 180 86 160 105 134 110 65 45
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