Civil Engineering - Soil Mechanics and Foundation Engineering
Exercise : Soil Mechanics and Foundation Engineering - Section 5
- Soil Mechanics and Foundation Engineering - Section 1
- Soil Mechanics and Foundation Engineering - Section 2
- Soil Mechanics and Foundation Engineering - Section 3
- Soil Mechanics and Foundation Engineering - Section 4
- Soil Mechanics and Foundation Engineering - Section 5
- Soil Mechanics and Foundation Engineering - Section 6
36.
The specific gravity of Calcite is
37.
The ratio of volume of air voids to the volume of total voids, is known as
38.
A plane inclined at an angle φ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as
39.
Tergazhi's theory of one dimensional consolidation assumes
40.
Pick up the correct statement from the following:
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