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Airport Engineering

Airport Engineering
Which of the following is an example of failure in flexible pavements?

Warping cracks
Alligator cracking
Mud pumping
Shrinkage cracks

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Airport Engineering
Total correction for elevation, temperature and gradient for a runway should not be more than

0.15
0.2
0.25
0.35

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Airport Engineering
The length of runway is increased per 300 m rise above M.S.L.

0.05
0.03
0.04
0.07

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Airport Engineering
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

Zero
3000
300
Unrestricted

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Airport Engineering
Geometric design of holding apron of these statements

1 alone is correct
2 and 3 are correct
1 and 2 are correct
1 and 3 are correct

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Airport Engineering
Airport elevation is the reduced level above M.S.L. of

Highest point of the landing area
Control tower
None of these
Lowest point of the landing area

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