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Soil Mechanics and Foundation Engineering problems
1. 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.
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Correct Answer: All the above.
2. A pycnometer is used to determine
Options
A. voids ratio
B. dry density
C. water content
D. density index.
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Correct Answer: water content
3. 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
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Correct Answer: 0.0002 mm
4. 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.
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Correct Answer: liquid and plastic limit
5. The shear strength in plastic undrained clay, is due to
Options
A. inter-granular friction
B. internal friction
C. cohesion
D. none of these.
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Correct Answer: cohesion
6. 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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Correct Answer: minor principal stress is vertical
7. 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.
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Correct Answer: sodium-hexametaphosphate 33 g, sodium carbonate 7 g and distilled water one litre
8. 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.
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Correct Answer: all the above.
9. The critical exist gradient of seepage water in soils, increases with
Options
A. an increase in specific gravity
B. a decrease in specific gravity
C. a decrease in void ratio
D. both (a) and (c)
E. none of these.
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Correct Answer: both (a) and (c)
10. Pick up the correct statement from the following:
Options
A. The void ratio in soils is defined as the ratio of the volume of voids to the volume of solids
B. The porosity of a soil is defined as the ratio of the volume of voids to the gross volume of the soil
C. The bulk density of a soil is defined as the unit weight of the soil
D. The dry density of a soil is defined as weight of solids to the total volume of the soil
E. All the above.
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Correct Answer: All the above.
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