Sample 2: Mass with empty mold M1 Mass of soil and mold M2 Hydraulic Head h Time interval t Volume V 145 g 250 g 950 mm 0.34 min 0.0046 L 145 g 260 g 900 mm 0.33 min 0.0049 L 145 g 228 g 922 mm 0.30 min 0.0051 L 145 g 281 g 915 mm 0.29 min 0.0044 L 145 g 219 g 908 mm 0.39 min 0.0042 L The diameter of the mold = 2.5 cm, Length of the sample = 0.3 m can u pls Find the permeability coefficient Mass of the soil Bulk Density
Sample 2: Mass with empty mold M1 Mass of soil and mold M2 Hydraulic Head h Time interval t Volume V 145 g 250 g 950 mm 0.34 min 0.0046 L 145 g 260 g 900 mm 0.33 min 0.0049 L 145 g 228 g 922 mm 0.30 min 0.0051 L 145 g 281 g 915 mm 0.29 min 0.0044 L 145 g 219 g 908 mm 0.39 min 0.0042 L The diameter of the mold = 2.5 cm, Length of the sample = 0.3 m can u pls Find the permeability coefficient Mass of the soil Bulk Density
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Sample 2:
Mass with empty mold M1 |
Mass of soil and mold M2 |
Hydraulic Head h |
Time interval t |
Volume V |
145 g |
250 g |
950 mm |
0.34 min |
0.0046 L |
145 g |
260 g |
900 mm |
0.33 min |
0.0049 L |
145 g |
228 g |
922 mm |
0.30 min |
0.0051 L |
145 g |
281 g |
915 mm |
0.29 min |
0.0044 L |
145 g |
219 g |
908 mm |
0.39 min |
0.0042 L |
The diameter of the mold = 2.5 cm, Length of the sample = 0.3 m
can u pls
Find the permeability coefficient
Mass of the soil
Bulk Density
Dry Density
thank you
Void Ratio
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