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Soil Mechanics and Foundation Engineering
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Question
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.
Correct Answer
head loss to the length of the seepage
Soil Mechanics and Foundation Engineering problems
Search Results
1. 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:
2. 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.
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Correct Answer: all the above.
3. Pile foundations are generally preferred to for
Options
A. bridge foundations
B. sky scrapper buildings
C. residential buildings
D. runways.
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Correct Answer: sky scrapper buildings
4. 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.
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Correct Answer: all the above.
5. 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.
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Correct Answer: A soil having pH value less than 7 is an acidic soil
6. 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.
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Correct Answer: unified soil classification system.
7. 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.
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Correct Answer: moves away from the backfill
8. When a cohesionless soil attains quick condition, it looses
Options
A. shear strength
B. bearing capacity
C. both (a) and (b)
D. neither (a) nor (6).
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Correct Answer: both (a) and (b)
9. The void ratio of the soil sample stated in Q. No. 216, is
Options
A. 0.4
B. 0.5
C. 0.6
D. 0.75
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Correct Answer: 0.6
10. The change of moisture content of soils, changes the
Options
A. value of the angle of repose
B. amount of compaction required
C. cohesive strength of soil
D. all the above.
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Correct Answer: all the above.
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