Top 250+ Solved Geotechnical Engineering MCQ Questions Answer

From 91 to 105 of 298

Q. Minimum size of the particles of silt soil, is

a. 0.002 mm

b. 0.04 mm

c. 0.06 mm

d. 0.08 mm

  • a. 0.002 mm

Q. The ultimate Settlement of a soil is directly proportional to:

a. Depth of the compressible soil strata

b. Compressive index

c. Both (a) and (b)

d. None of these

  • d. None of these

Q. Water formed transported soil is

a. Alluvial

b. Marine

c. Lacustrine

d. Loess

  • d. Loess

Q. A phreatic line is defined as the line within a dam section below which there are

a. Positive equipotential lines

b. Positive hydrostatic pressure

c. Negative hydrostatic pressure

d. Negative equipotential lines

  • b. Positive hydrostatic pressure

Q. The coefficient of curvature is defined

a. D60/D10

b. D10/D60

c. D30²/D60 D10

d. D10²/ D30 D60

  • c. D30²/D60 D10

Q. Accurate determination of water content, is made by

a. Calcium carbide method

b. Sand bath method

c. Alcohol method

d. Oven-drying method

  • d. Oven-drying method

Q. The clay soil mainly consists of

a. Kaolinite

b. Montmorillonite

c. Vermiculite

d. All the above

  • d. All the above

Q. The equation = C + is given by

a. Rankine

b. Coulomb

c. all

d. Mohr

  • b. Coulomb

Q. The plasticity index is the numerical difference between

a. Liquid limit and plastic limit

b. Plastic limit and shrinkage limit

c. Liquid limit and shrinkage limit

d. None of these

  • a. Liquid limit and plastic limit
Subscribe Now

Get All Updates & News