Top 250+ Solved Soil Mechanics and Foundations MCQ Questions Answer

From 181 to 195 of 228

Q. The shear strength of a soil

a. is proportional to the cohesion of the soil

b. is proportional to the tangent of the angle of internal friction

c. increases with the increase in normal stress of soil

d. all of the above

  • d. all of the above

Q. The flow index in soils indicates the

a. ratio of liquid limit to plastic limit

b. variation of liquid limit

c. variation of plastic limit

d. shear strength variation with water content

  • d. shear strength variation with water content

Q. Sieving is not practicable for grain sizes smaller than about

a. 0.075 mm

b. 0.095 mm

c. 0.15 mm

d. 0.2 mm

  • a. 0.075 mm

Q. The approximate void ratio in sandy soils is

a. 0.2

b. 0.6

c. 0.8

d. 1.2

  • b. 0.6

Q. According to Indian standards, in a 2 mm sieve

a. there are two holes

b. each sieve is circular and its diameter is 2 mm

c. each hole is a square and its side is 2 mm

d. there are two holes per cm length of the mesh

  • c. each hole is a square and its side is 2 mm

Q. The property of the soil mass which permits the seepage of water through its interconnecting voids, is called

a. capillarity

b. permeability

c. porosity

d. none of these

  • b. permeability

Q. Gravel and sand is a

a. cohesive coarse grained soil

b. cohesive fine grained soil

c. non-cohesive coarse grained soil

d. non-cohesive fine grained soil

  • c. non-cohesive coarse grained soil

Q. The bearing capacity of a soil depends upon

a. grain size of the soil

b. size of the footing

c. shape of the footing

d. all of these

  • d. all of these

Q. The property of a soil which is of great importance in finding settlement of structures, is

a. permeability

b. sher strength

c. consolidation

d. compressibility

  • c. consolidation

Q. The degree of saturation for fully saturated soil is

a. 0.25

b. 0.5

c. 0.75

d. 1

Q. The pressure exerted by water on the soil through which it percolates, is known as

a. hydrostatic pressure

b. effective pressure

c. seepage pressure

d. none of these

  • c. seepage pressure

Q. Residual soils are

a. sands

b. silts

c. clays

d. all of these

  • d. all of these
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