Us Standard Sieve No. Sieve Opening (mm) Weight Retained (g) % Retained on Sieve % Passing Sieve 4 4.75 12.7 6.2 93.8 10 2 24.8 12.1 81.7 20 0.85 21.5 10.48 71.24 40 0.425 38.8 18.92 52.33 60 0.25 23.8 11.60 40.73 100 0.15 19.5 9.51 31.23 200 0.074 46.7 22.76 7.463 Minus 200 17.3 8.44 0 Total 205.1 for D10 and D60 calculate the k value utalizing Hazen's approxoimation. c=100
Us Standard Sieve No. Sieve Opening (mm) Weight Retained (g) % Retained on Sieve % Passing Sieve 4 4.75 12.7 6.2 93.8 10 2 24.8 12.1 81.7 20 0.85 21.5 10.48 71.24 40 0.425 38.8 18.92 52.33 60 0.25 23.8 11.60 40.73 100 0.15 19.5 9.51 31.23 200 0.074 46.7 22.76 7.463 Minus 200 17.3 8.44 0 Total 205.1 for D10 and D60 calculate the k value utalizing Hazen's approxoimation. c=100
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Us Standard Sieve No. | Sieve Opening (mm) | Weight Retained (g) | % Retained on Sieve | % Passing Sieve |
4 | 4.75 | 12.7 | 6.2 | 93.8 |
10 | 2 | 24.8 | 12.1 | 81.7 |
20 | 0.85 | 21.5 | 10.48 | 71.24 |
40 | 0.425 | 38.8 | 18.92 | 52.33 |
60 | 0.25 | 23.8 | 11.60 | 40.73 |
100 | 0.15 | 19.5 | 9.51 | 31.23 |
200 | 0.074 | 46.7 | 22.76 | 7.463 |
Minus 200 | 17.3 | 8.44 | 0 | |
Total | 205.1 |
for D10 and D60 calculate the k value utalizing Hazen's approxoimation. c=100
Expert Solution
Step 1Introduction:
Sieve analysis:
It is the method used to segregate the different size of particle in order to identify the composition of soil and to get a knowledge of the dominating and other sizes of particle and their composition in the sample .
Permeability of soil:
It can be defined as the property of soil by which there is a movement of water through its pores, in both horizontal and vertical direction.
Linear Interpolation:
It is the method by which we can get the desired data from the table that can be used further.
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