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Civil Engineering
‣
Soil Mechanics and Foundation Engineering
Comments
Question
Pile foundations are generally preferred to for
Options
A. bridge foundations
B. sky scrapper buildings
C. residential buildings
D. runways.
Correct Answer
sky scrapper buildings
Soil Mechanics and Foundation Engineering problems
Search Results
1. The specific yield of soil depends upon
Options
A. compaction of stratum
B. distribution of pores
C. shape and size of particles
D. all the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: all the above.
2. Pick up the correct statement from the following:
Options
A. A soil having pH value more than 7 is an acidic soil
B. A soil having pH value less than 7 is an acidic soil
C. A soil having pH value more than 7 is an alkaline soil
D. A soil containing chemicals for the manufacture of portland cement is preferred.
Show Answer
Scratch Pad
Discuss
Correct Answer: A soil having pH value less than 7 is an acidic soil
3. The bulk density of the soil sample stated in Q. No. 11.243, is
Options
A. 1.4 g/cc
B. 1.6 g/cc
C. 1.8 g/cc
D. 2.0 g/cc
Show Answer
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Discuss
Correct Answer: 1.8 g/cc
4. If
C
s
is the expansion index in Q. 11.165, the empirical formula given by Terzaghi, is
Options
A.
e
=
e
0
-
C
d
log
10
?'/?
0
'
B.
e
=
e
0
+
C
d
log
10
?'/?
0
'
C.
e
0
=
e
-
C
d
log
10
?'/?
0
'
D.
e
° =
e
+
C
d
log
10
?'/?
0
'
Show Answer
Scratch Pad
Discuss
Correct Answer:
e
=
e
0
+
C
d
log
10
?'/?
0
'
5. The angle of internal friction of clays, is usually
Options
A. 0° to 5°
B. 5° to 20°
C. 20° to 30°
D. 30° to 45°
Show Answer
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Discuss
Correct Answer: 5° to 20°
6. The maximum possible value nf dry density is referred to as
Options
A. dry density
B. zero air voids
C. saturation dry density
D. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
7. If the bulk density of the soil is ? and water content ?, then dry density of the soil, is
Options
A.
B.
C.
D.
Show Answer
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Discuss
Correct Answer:
8. The seepage exit gradient in a soil is the ratio of
Options
A. total head to the length of seepage
B. flow line to slope
C. head upstream to that at downstream
D. head loss to the length of the seepage
E. none of these.
Show Answer
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Discuss
Correct Answer: head loss to the length of the seepage
9. For general engineering purposes, soils are classified by
Options
A. particle size classification system
B. textural classification system
C. High Way Research Board (HRB), classification system
D. unified soil classification system.
Show Answer
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Discuss
Correct Answer: unified soil classification system.
10. A failure wedge develops if a retaining wall
Options
A. moves away from the backfill
B. moves towards the backfill
C. sinks downwards
D. stresses equally by vertical and horizontal forces.
Show Answer
Scratch Pad
Discuss
Correct Answer: moves away from the backfill
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