ituation 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

Structural Analysis
6th Edition
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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