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Civil Engineering
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Soil Mechanics and Foundation Engineering
Comments
Question
Pick up the correct statement from the following:
Options
A. When stress decreases, void, ratio decreases
B. When stress decreases, coefficient of permeability decreases
C. When stress decreases, coefficient of volume change decreases
D. When stress decreases void ratio, co-effi-cients of per-meability and volume change decrease.
Correct Answer
When stress decreases void ratio, co-effi-cients of per-meability and volume change decrease.
Soil Mechanics and Foundation Engineering problems
Search Results
1. The bearing capacity of a soil depends upon
Options
A. size of the particles
B. shape of the particles
C. cohesive properties of particles
D. internal frictional resistance of particles
E. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
2. A suspended particle falls through a height
H
cm in water in
t
minutes. If the viscosity of water is
?
and specific gravity of the particle is
G
, the diameter of the particle is (where
M
is a constant factor)
Options
A. 10
3
M
B. 10
4
M
C. 10
5
M
D. 10
2
M
Show Answer
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Discuss
Correct Answer: 10
5
M
3. Pick up the correct statement from the following:
Options
A. The permeability of the coarse-grained soils may be reduced by grouting.
B. The process of injecting fluids (
i.e.
grouts) into the pores space of the soil, is called grouting.
C. The grouting increases the soil strength.
D. All the above.
Show Answer
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Discuss
Correct Answer: All the above.
4. A plane inclined at an angle ? to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as
Options
A. natural slope line
B. repose line
C. the ? line
D. all the above.
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Discuss
Correct Answer: all the above.
5. A triaxial shear test is prefered to direct shear test, because
Options
A. it can be performed under all three driange conditions with complete control
B. precise measurement of pore pressure and change in volume during test, is not posible
C. stress distribution on the failure plane, is non uniform
D. none of these.
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Discuss
Correct Answer: it can be performed under all three driange conditions with complete control
6. If
G
is specific gravity of sand particles,
e
is porosity, the critically hydraulic gradient
Options
A.
i
c
=
B.
i
c
=
C.
i
c
=
D.
i
c
=
Show Answer
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Discuss
Correct Answer:
i
c
=
7. According to Rankine's fromula, the minimum depth of foundation
Options
A.
B.
C.
D.
Show Answer
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Discuss
Correct Answer:
8. An unsaturated 100 cm
3
sample of soil weighs 190 g. If its dried weight is 160 g, water content of the soil, is
Options
A. 0.188
B. 0.288
C. 0.388
D. 0.488
E. 0.588
Show Answer
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Discuss
Correct Answer: 0.188
9. The ratio of volume of air voids to the volume of total voids, is known as
Options
A. air content
B. percentage air voids
C. percentage voids
D. porosity.
Show Answer
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Discuss
Correct Answer: air content
10. A soil sample of mass specific gravity 1.92, has a moisture content 30%. If the specific gravity of solids is 2.75, the void ratio, is
Options
A. 0.858
B. 0.860
C. 0.862
D. 0.864
Show Answer
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Discuss
Correct Answer: 0.862
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