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Airport Engineering

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

Mud pumping
Shrinkage cracks
Alligator cracking
Warping cracks

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Airport Engineering
The depressions and undulations in the pavement, are caused due to

Improper compaction of sub-grade
All listed here
Impact of heavy wheel loads
Punching effect

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

Rubberised tar concrete
Asphaltic concrete
Plain concrete
All listed here

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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

175 m
140 m
160 m
150 m

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Airport Engineering
According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by

Seven English alphabets
First Seven English alphabets
Last Seven English alphabets
First seven numbers

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Airport Engineering
Geometric design of holding apron of these statements

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

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