Quiznetik
Soil Mechanics and Foundations | Set 3
1. The liquid limit exists in
A. sandy soils
B. gravel soils
C. silty soils
D. clays
Correct : D. clays
2. The equipotential line in a seepage through a soil medium is defined as the
A. path of particles of water through a saturated soil mass
B. line connecting points of equal head of water
C. flow of movement of fine particles of soil
D. direction of the flow particle
Correct : B. line connecting points of equal head of water
3. The coefficient of active earth pressure is always
A. more
B. less
Correct : B. less
4. The ratio of the unconfined compressive strength of undisturbed soil to the unconfined compressive strength of soil in a remoulded state, is called
A. sensitivity
B. thixotropy
C. relative density
D. bulk density
Correct : A. sensitivity
5. The angle of internal friction of round grained dense sand is about
A. 5? to 25?
B. 25? to 30?
C. 30? to 35?
D. 32? to 37?
Correct : D. 32? to 37?
6. The soil transported by glaciers either by ice or water is called
A. talus
B. Loess
C. Drift
D. none of these
Correct : C. Drift
7. The neutral stress is
A. increases
B. decreases
Correct : B. decreases
8. The strength of a soil is usually identified by
A. direct tensile stress
B. direct compressive stress
C. ultimate shear stress
D. effective stress
Correct : C. ultimate shear stress
9. When applying Darcy's law to soils, it assumed that the
A. soil is incompressible
B. soil is homogeneous and isotropic
C. flow conditions are laminar
D. all of these
Correct : D. all of these
10. The consolidation of a soil is defined as the
A. process of compression by gradual reduction of pore space under steady load
B. process which gives gradual decrease of water content at constant load
C. change in volume of soil due to expulsion of pure water under an applied load
D. any one of the above
Correct : D. any one of the above
11. The liquid limit minus plastic limit is termed as
A. flow index
B. plasticity index
C. shrinkage index
D. liquidity index
Correct : B. plasticity index
12. The piping failure in a hydraulic structure can be prevented by
A. diverting the seepage water into filter wells
B. increasing the creep length of flow of water
C. increasing the stress due to weight of the structure
D. all of the above
Correct : D. all of the above
13. The critical height in the stability of soil is the
A. minimum height at which it is possible for the sloped bank of soil to tbe stable
B. macimum height at which it is possible for the sloped bank of soil to be stable
C. minimum vertical height of the soil in an open excavation
D. maximum vertical height of the soil is as open excavation
Correct : B. macimum height at which it is possible for the sloped bank of soil to be stable
14. The activity of clay is defined as the ratio of
A. liquid limit to plastic limit
B. liquidity index to plasticity index
C. plasticity index to clay fraction
D. plasticity index to shrinkage index
Correct : C. plasticity index to clay fraction
15. The exit gradient of the seepage of water through a soil medium is the
A. slope of the flow line
B. slope of the equi-potential line
C. ration of total head to the length of seepage
D. ratio of the head loss to the length of seepage
Correct : D. ratio of the head loss to the length of seepage
16. The unconfined compressive strength of a very soft clay is
A. 10 to 25 kN/m2
B. 25 to 150 kN/m2
C. 150 to 400 kN/m2
D. Above 400 kN/m2
Correct : A. 10 to 25 kN/m2
17. A soil is in a semi-solid state, if the consistency index is
A. zero
B. one
C. more than unity
D. none of these
Correct : C. more than unity
18. The unit weight of a soil at zero air voids depends upon
A. unit weight of water
B. water content
C. specific gravity
D. all of these
Correct : D. all of these
19. The maximum unit pressure that a soil can withstand without rupture in shear or without excessive settlement of the structure, is called
A. allowable bearing pressure
B. safe bearing capacity
C. ultimate bearing capacity
D. bearing capacity
Correct : B. safe bearing capacity
20. The effect of cohesion is to
A. decrease
B. increase
Correct : A. decrease
21. If a shear stress is applied on a dense sand, the shear strain caused will
A. increase
B. decrease
C. not effect
Correct : A. increase
22. In case of footings in sand, if the soil pressure distribution is triangular, the maximum soil pressure is
A. equal to
B. double
C. three times
D. four times
Correct : B. double
23. The water content of soils can be accurately determined by
A. sand bath method
B. calcium carbide method
C. over drying method
D. Pycnometer method
Correct : C. over drying method
24. The standard temperature at which the hydrometer is calibrated is
A. 10?C
B. 15?C
C. 20?C
D. 27?C
Correct : D. 27?C
25. The relation between the air content (ac) and the degree of saturation (s) is
A. ac = s
B. ac = 1 - s
C. ac = 1 + s
D. ac = 1/s
Correct : B. ac = 1 - s
26. Black cotton soils are
A. expensive
B. residual
Correct : A. expensive
27. A soil containing continuous voids is called
A. permeable
B. impermeable
Correct : A. permeable
28. The property of a soil which enables to regain its strength lost on remoulding in a short time, without change of moisture content, is called
A. unconfined compressive strength
B. sensitivity
C. thixotropy
D. relative density
Correct : C. thixotropy