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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. 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.
Correct Answer
All the above.
Soil Mechanics and Foundation Engineering problems
Search Results
1. 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.
Show Answer
Scratch Pad
Discuss
Correct Answer: all the above.
2. 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.
Show Answer
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Discuss
Correct Answer: it can be performed under all three driange conditions with complete control
3. The neutral stress in a soil mass is
Options
A. force per neutral area
B. force per effective area
C. stess taken up by the pore water
D. stress taken up by solid particles.
Show Answer
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Discuss
Correct Answer: stess taken up by the pore water
4. A flow net may be utilised for the determination of
Options
A. exit gradient
B. seepage
C. hydrostatic pressure
D. seepage pressure
E. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
5. The ratio of the weight of water to the weight of solids in a given mass of soil, is known
Options
A. porosity
B. specific gravity
C. void ratio
D. water content.
Show Answer
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Discuss
Correct Answer: water content.
6. 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
7. 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.
8. 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.
Show Answer
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Discuss
Correct Answer: When stress decreases void ratio, co-effi-cients of per-meability and volume change decrease.
9. 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
=
10. According to Rankine's fromula, the minimum depth of foundation
Options
A.
B.
C.
D.
Show Answer
Scratch Pad
Discuss
Correct Answer:
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