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Civil Engineering - Soil Mechanics and Foundation Engineering

Exercise : Soil Mechanics and Foundation Engineering - Section 1
21.
Minimum depth of a footing carrying a heavy load, is calculated by the formula
Answer: Option
Explanation:
No answer description is available. Let's discuss.
22.
According to Coulomb's wedge theory, the active earth pressure slides the wedge
down and outwards on a slip surface
up and inwards on a slip surface
horizontal upward and parallel to base
horizontal inward and parallel to base.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
23.
The coefficient of curvature is defined
Answer: Option
Explanation:
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24.
The effective size of particles of soil is denoted by
D10
D20
D30
D60
Answer: Option
Explanation:
No answer description is available. Let's discuss.
25.
Degree of saturation of a natural soil deposit having water content 15%, specific gravity 2.50 and void ratio 0.5, is
50%
60%
75%
80%
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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