A. grade
B. viscosity
C. ductility
D. temperature susceptibility
A. grade
B. viscosity
C. ductility
D. temperature susceptibility
A. group index method
B. CBR method
C. Westergaard method
D. Benkelman beam method
A. directly to subgrade
B. through structural action
C. through a set of layers to the subgrade
D. none of the above
A. a theoretical method
B. an empirical method based on physical properties of subgrade soil
C. an empirical method based on strength characteristics of subgrade soil
D. a semi empirical method
A. 0
B. 3
C. 5
D. 7
A. less-than 40°C
B. greater than 40°C
C. equal to 40°C
D. none of the above
A. its penetration value is 8 mm
B. its penetration value is 10 mm
C. its penetration value is 8 to 10 mm
D. its penetration value is 8 to 10 cm
A. 30/40
B. 60/70
C. 80/100
D. 100/120
A. 30 cm
B. 40 cm
C. 50 cm
D. 60 cm
A. 10%
B. 20 %
C. 30%
D. 45 %