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Civil Engineering
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Soil Mechanics and Foundation Engineering
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Question
The angle of internal friction is maximum for
Options
A. angular-grained loose sand
B. angular-grained dense sand
C. round-grained dense sand
D. round-grained loose sand
E. clays.
Correct Answer
angular-grained dense sand
Soil Mechanics and Foundation Engineering problems
Search Results
1. The ratio of
e
max
and
e
min
of silty sand, is
Options
A. 2.0
B. 5
C. 3.0
D. 3.5
E. 4.0
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Discuss
Correct Answer: 3.0
2. Which one of the following statements is true for Mohr-Coulomb envelope?
Options
A. Coulomb suggests that the relationship between shear strength and normal stress, is adequately represented by the straight line
B. The generalised Mohr theory suggests that, though the shear stress depends on the normal stress, the relation is not linear
C. Coulomb and Mohr suggest that a definite relationship exists among the principal stress and the angle of internal friction
D. For an ideal pure friction material, the straight line passes through the origin.
E. All the above.
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Correct Answer: All the above.
3. Pick up the correct statement from the following:
Options
A. The dry density reduces by addition of water after attaining optimum moisture content
B. The line joining the peak of three moisture content graphs obtained by using three compactive energies, is called line of optimus
C. Well graded coarse grained soils can be compacted to a very high density as compared to fine grained soils
D. All the above. .
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Correct Answer: All the above. .
4. Tergazhi's theory of one dimensional consolidation assumes
Options
A. load is applied in one direction
B. coefficient of permeability is constant
C. excess pore water drains out only in the vertical direction
D. time lag in consolidation is due entirely to permeability
E. all the above.
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Correct Answer: all the above.
5. On wetting, cohesive soils,
Options
A. loose permeability
B. gain shear strength
C. loose elasticity
D. decrease their shear strength.
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Correct Answer: decrease their shear strength.
6. Soils containing organic matters
Options
A. are of spongy nature
B. swell with decrease of moisture
C. shrink with increase of moisture content
D. none of these.
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Correct Answer: are of spongy nature
7. The plasticity of fine soils may be assessed by means of
Options
A. dry strength test
B. toughness test
C. dilatancy test
D. all of these.
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Correct Answer: all of these.
8. If ? is the surcharge angle of a backfill with an angle of internal friction ?, the coefficient of active earth pressure given by Rankine's theory, is :
Options
A.
B.
C.
D. none of these.
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Correct Answer:
9. Laplacian fundamental equation for a non-compressible flow in three dimensions, is
Options
A.
B.
C.
D. none of these.
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Correct Answer:
10. The slip at critical angle, is generally known
Options
A. ? 1-line
B. rupture plane
C. slip plane
D. all the above.
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Correct Answer: all the above.
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