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Soil Mechanics and Foundation Engineering
Comments
Question
Stoke's law does not hold good if the size of particle is smaller than
Options
A. 0.0002 mm
B. 0.002 mm
C. 0.02 mm
D. 0.2 mm
Correct Answer
0.0002 mm
Soil Mechanics and Foundation Engineering problems
Search Results
1. A pycnometer is used to determine
Options
A. voids ratio
B. dry density
C. water content
D. density index.
Show Answer
Scratch Pad
Discuss
Correct Answer: water content
2. Pick up the correct statement from the following:
Options
A. A maximum value of dry density is obtained at optimum water content
B. At low value of water content most soils tend to be stiff.
C. At high water content, the dry density decreases with an increase of water content.
D. An airless soil will have maximum possible value of dry density for the given water content
E. All the above.
Show Answer
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Discuss
Correct Answer: All the above.
3. The reduction in volume of soil due to squeezing out of water from the voids, is termed
Options
A. primary consolidation
B. primary compression
C. primary time effect
D. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
4. The angle of internal friction, is least for
Options
A. angular-grained loose sand
B. angular -grained dense sand
C. round-grained loose sand
D. round-grained loose sand
E. clays.
Show Answer
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Discuss
Correct Answer: clays.
5. The ratio of the volume of water present in a given soil mass to the total volume of its voids, is known
Options
A. porosity
B. void ratio
C. percentage voids
D. degree of saturation.
Show Answer
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Discuss
Correct Answer: degree of saturation.
6. Plasticity index is defined as the range of water content between
Options
A. liquid and plastic limit
B. plastic limit and semi solid limit
C. semi-solid limit and liquid limit
D. liquid limit and solid limit.
Show Answer
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Discuss
Correct Answer: liquid and plastic limit
7. The shear strength in plastic undrained clay, is due to
Options
A. inter-granular friction
B. internal friction
C. cohesion
D. none of these.
Show Answer
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Discuss
Correct Answer: cohesion
8. In non-cohesive soil in passive state of plastic equilibrium
Options
A. major principal stress is horizontal
B. minor principal stress is vertical
C. major principal stress is vertical
D. minor and major principal stresses are equally inclined to the horizontal.
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Discuss
Correct Answer: minor principal stress is vertical
9. According to IS : 2720 - 1965, the composition of a dispersing solution used in pipette analysis for determining the size of particles, is
Options
A. sodium-hexametaphosphate 33 g, sodium carbonate 7 g and distilled water one litre
B. sodium-hexametaphosphate 7 g, sodium carbonate 33 g and distilled water one litre
C. sodium-hexametaphosphate 23 g, sodium carbonate 17 g and distilled water one litre
D. none of these.
Show Answer
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Correct Answer: sodium-hexametaphosphate 33 g, sodium carbonate 7 g and distilled water one litre
10. The shear strength of a soil
Options
A. increases with an increase in the normal stress
B. is proportional to the cohesion of the soil
C. is generally known as the strength of the soil
D. is proportional to the tangent of the angle of internal friction
E. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
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