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Civil Engineering
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Soil Mechanics and Foundation Engineering
Comments
Question
Compression of soil occurs rapidly if voids are filled with
Options
A. air
B. water
C. partly with air and partly with water
D. none of these.
Correct Answer
air
Soil Mechanics and Foundation Engineering problems
Search Results
1. The consolidation time for soils
Options
A. increases with increasing compressibility
B. decreases with increasing permeability
C. increases rapidly with increasing size of soil mass
D. is independent of the magnitude of the stress change.
E. All the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: All the above.
2. Pick up the incorrect definition from the following:
Options
A. Ratio of the compressive strength of unconfined undisturbed soil to that of remoulded soil, is known as the sensitivity of the soil sample
B. The rotation of soil particles into stable state while remoulding, is known as the thiostropy of soil
C. The water content at which a soil changes from the liquid state to solid state, is known liquid limit of the soil
D. The water content at which a soil flows, is known plastic limit of the soil
E. None of these.
Show Answer
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Discuss
Correct Answer: The water content at which a soil flows, is known plastic limit of the soil
3. The Terzaghi's general bearing capacity equation for a continuous footing is given by (where Nc, 2V& and Ny are bearing capacity factors.)
Options
A.
qf
=
c
N
c
+
?
DN
q
+
0.5
?
BN
?
B.
qf
=
c
N
c
-
?
DN
q
+
0.5
?
BN
?
C.
qf
=
c
N
c
+
?
DN
q
-
0.5
?
BN
?
D.
qf
=
c
N
c
-
?
DN
q
-
0.5
?
BN
?
Show Answer
Scratch Pad
Discuss
Correct Answer:
qf
=
c
N
c
+
?
DN
q
+
0.5
?
BN
?
4. The minimum depth of building foundations on
Options
A. sandy soils is 80 cm to 100 cm
B. clay soils is 90 cm to 160 cm
C. rocky soils is 5 cm to 50 cm
D. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
5. A clay subjected to pressure in excess to its present over-burden, is said to be
Options
A. pre-compressed
B. pre-consolidated
C. over-consolidated
D. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
6. Chemical weathering of soil is caused due to
Options
A. oxidation
B. carbonation
C. hydration
D. leaching
E. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
7. If water content of a soil is 40%,
G
is 2.70 and void ratio is 1.35, the degree of saturation is
Options
A. 70%
B. 75%
C. 80%
D. 85%
E. 90%
Show Answer
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Discuss
Correct Answer: 80%
8. The length/diameter ratio of cylindrical specimens used in triaxial test, is generally
Options
A. 1
B. 1.5
C. 2
D. 2.5
E. 3
Show Answer
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Discuss
Correct Answer: 2
9. 'Talus' is the soil transported by
Options
A. wind
B. water
C. glacier
D. gravitational force.
Show Answer
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Discuss
Correct Answer: gravitational force.
10. The degree of saturation of the soil sample stated in Question No. 11.243, is
Options
A. 54%
B. 64%
C. 74%
D. 84%
Show Answer
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Discuss
Correct Answer: 84%
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