Engineering Properties of Rocks and Soils MCQs Questions & Answers | Geological Engineering

A. Porosity

B. Permeability

C. Shear strength

D. Water content

E. 3

A. High permeability

B. High strength

C. Volume changes

D. High density

E. 3

A. Liquid limit

B. Plastic limit

C. Shrinkage limit

D. Elastic limit

E. 4

A. High porosity

B. Fine grain size

C. High quartz content

D. Presence of clay

E. 3

A. Shrinkage limit

B. Plasticity index

C. Liquid limit

D. Plastic limit

E. 3

A. Particle size

B. Organic matter

C. Moisture content

D. Electrochemical forces

E. 4

A. Casagrande test

B. Proctor test

C. Shear box test

D. Consolidation test

E. 2

A. Wide range of particle sizes

B. High compaction potential

C. Mostly uniform particle size

D. Contains silt and clay

E. 3

A. Direct

B. Inverse

C. No relation

D. Constant

E. 1

A. Shear strength

B. Plasticity

C. Stiffness

D. Cohesion

E. 3