Volume of specimen, V = ?=??2L (cm2) . |
418.03 |
Specific gravity of soil solids, Gs |
2.66 |
Mass of specimen tube with fittings, (g) |
238.4 |
Mass of tube with fittings and specimen, W2 (g) Dry density of specimen, |
9653 |
Void ratio of specimen, |
0.53 |
(Note: pw = 1 g/cm3) |
■ |
If K=QL/Aht (cm/s) and Gs =2.66 , Volume of Specimen is 418.03 cm3
Determination of Coefficient of Permeability
Test No. |
1 |
2 |
3 |
Average flow» Q (cm3) |
. 368 |
378 |
398 |
Time of collection, t (s) |
68 |
62.8 |
61.08 |
Temperature of water, T (°C) |
25 |
25 |
25 |
Head difference, h (cm) |
60 |
70 |
80 . |
Diameter of specimen, D (cm) |
6.38 |
6.35 |
6.38 |
Length of specimen, L (cm) |
13.2 |
132 |
132 |
Area of specimen, A |
31.67 |
31.67 |
31.67 |
k = |
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Average k =. |
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K20 |
Finid out the Magnitude of K
Mension the Source of error is this test
What is the type of soil in this test.
What are the maximum and minmum diameter of soil used In this test as you expected?
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