Airport Engineering Which of the following is an example of failure in flexible pavements? Shrinkage cracks Warping cracks Mud pumping Alligator cracking Shrinkage cracks Warping cracks Mud pumping Alligator cracking ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum length and pavement strength of the runway is that of B 2 B 3 A 1 G 7 B 2 B 3 A 1 G 7 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads All listed here Improper compaction of sub-grade Punching effect Impact of heavy wheel loads All listed here Improper compaction of sub-grade Punching effect ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Effective length of a runway is the distance between Ends of the runway Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway Ends of the clear way on either side Ends of the runway Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway Ends of the clear way on either side ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be 16 aircrafts per hour 2 aircrafts per hour 4 aircrafts per hour 1 aircraft per hour 16 aircrafts per hour 2 aircrafts per hour 4 aircrafts per hour 1 aircraft per hour ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is 140 m 150 m 160 m 175 m 140 m 150 m 160 m 175 m ANSWER DOWNLOAD EXAMIANS APP
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