- (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
Civil Engineering Mcqs
- (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 %
- (A) expansion joints
- (B) contraction joints
- (C) warping joints
- (D) longitudinal joints
- (A) equal to 1
- (B) less than 1
- (C) greater than 1
- (D) zero
- (A) More the value of group index, less thickness of pavement will be required
- (B) More the value of CBR, greater thickness of pavement will be required
- (C) Minimum and maximum values of group index can be 0 and 20 respectively
- (D) all of the above
- (A) total depth of pavement
- (B) quality of surface course
- (C) both the above
- (D) none of the above
