In: Civil Engineering
Mix the aggregates given the results of sieve analysis test in Table 1 in appropriate proportions, show the granulometry curves of each aggregate and mixture in Figure 2, calculate the fineness modulus (FM) of the mixture.
Sieve Size (mm) |
31,5 |
16 |
8 |
4 |
2 |
1 |
0,5 |
0,25 |
A1(Passing) %P1 |
100 |
90 |
85 |
55 |
10 |
0 |
0 |
0 |
A2 (Retained, g) |
0 |
0 |
0 |
0 |
200 |
300 |
200 |
100 |
A3(100-%P3) |
0 |
60 |
95 |
100 |
100 |
100 |
100 |
100 |
Column 1 | Column 2 | Column 3 = 100-column 2 | Column 4 ,column 3 is changed into individual | Column 5 | Column 6, % calculated | Column 7 | Column 8, cumulative converted into normal | Column 9 | Column 10 |
Sieve Size | A1 | A1 | A1 | A2 | A2 | A3 | A3 | Mixutre | Mixture cumulative retained |
mm | %P1 | % cumulative retained | % retained | RETAINED G | % retained | 100-P, % | % retained | % retained of (A1+A2+A3)/3 | % |
31.5 | 100 | 0 | 0 | 0 | 0.00 | 0 | 0 | 0.00 | 0 |
16 | 90 | 10 | 10 | 0 | 0.00 | 60 | 60 | 23.33 | 23.33 |
8 | 85 | 15 | 5 | 0 | 0.00 | 95 | 35 | 13.33 | 36.67 |
4 | 55 | 45 | 30 | 0 | 0.00 | 100 | 5 | 11.67 | 48.33 |
2 | 10 | 90 | 45 | 200 | 25.00 | 100 | 0 | 23.33 | 71.67 |
1 | 0 | 100 | 10 | 300 | 37.50 | 100 | 0 | 15.83 | 87.50 |
0.5 | 0 | 100 | 0 | 200 | 25.00 | 100 | 0 | 8.33 | 95.83 |
0.25 | 0 | 100 | 0 | 100 | 12.50 | 100 | 0 | 4.17 | 100.00 |
∑ | 463.33 |
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