3. Following are the results of a sieve analysis from laboratory activity. Show the necessary calculation a.) D10, D30, and D60 b.) Uniformity coefficient, Cu c.) Coefficient of gradation, Cc U.S Sieve size 4 10 20 40 60 80 100 200 Pan Mass soil retained (g) 0 60 80 95 120 130 180 56 12

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Geotechnical engineering soil mechanics 

 

3. Following are the results of a sieve analysis from laboratory activity. Show the necessary calculation
a.) D10, D30, and D60
b.) Uniformity coefficient, Cu
c.) Coefficient of gradation, Cc
U.S Sieve size
4
10
20
40
60
80
100
200
Pan
Mass soil retained (g)
0
60
80
95
120
130
180
56
12
Transcribed Image Text:3. Following are the results of a sieve analysis from laboratory activity. Show the necessary calculation a.) D10, D30, and D60 b.) Uniformity coefficient, Cu c.) Coefficient of gradation, Cc U.S Sieve size 4 10 20 40 60 80 100 200 Pan Mass soil retained (g) 0 60 80 95 120 130 180 56 12
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