Soil Mechanics and Foundation Engineering

A. water content and voids ratio
B. specific gravity and dry density
C. water content and specific gravity
D. voids ratio and dry density

A. zero
B. 1
C. between 0 and 1
D. greater than 1

A. 40%
B. 60%
C. 80%
D. 100%

A. air content
B. porosity
C. percentage air voids
D. voids ratio

A. oven drying method
B. sand bath method
C. calcium carbide method
D. pycnometer method

A. 0.4
B. 0.6
C. 0.95
D. 1.20

A. less than specific gravity of soil
B. equal to specific gravity of soil
C. greater than specific gravity of soil
D. independent of specific gravity of soil

A. 1.0 and 0.0
B. 0.0 and 1.0
C. 0.5 and 1.0
D. 1.0 and 0.5

A. lD>0
B. ID>0
C. 0 < lD < 1
D. 0 < ID < 1

A. one phase system
B. two phase system with soil and air
C. two phase system with soil and water
D. three phase system