Highway Engineering In soils having same values of plasticity index, if liquid limit is increased, then Compressibility and permeability increase and dry strength decreases Compressibility, permeability and dry strength increase Compressibility, permeability and dry strength decrease Compressibility and permeability decrease and dry strength increases Compressibility and permeability increase and dry strength decreases Compressibility, permeability and dry strength increase Compressibility, permeability and dry strength decrease Compressibility and permeability decrease and dry strength increases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be greater than b/2h and also greater than coefficient of lateral friction less than b/2h and greater than co-efficient of lateral friction greater than b/2h and less than co-efficient of lateral friction less than b/2h and also less than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction less than b/2h and greater than co-efficient of lateral friction greater than b/2h and less than co-efficient of lateral friction less than b/2h and also less than co-efficient of lateral friction ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 1500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by 20 kmph 12kmph 16kmph 8 kmph 20 kmph 12kmph 16kmph 8 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be zero 64m 60m 80m zero 64m 60m 80m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Number of cotters used in CST-9 sleepers is 5 3 2 4 5 3 2 4 ANSWER DOWNLOAD EXAMIANS APP
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