Airport Engineering The depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads Punching effect All listed here Improper compaction of sub-grade Impact of heavy wheel loads Punching effect All listed here Improper compaction of sub-grade ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Plain concrete Asphaltic concrete Rubberised tar concrete All listed here Plain concrete Asphaltic concrete Rubberised tar concrete All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by First Seven English alphabets Last Seven English alphabets Seven English alphabets First seven numbers First Seven English alphabets Last Seven English alphabets Seven English alphabets First seven numbers ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering From the end of an instrumental runway, the approach surface rises outwards 1 in 20 1 in 30 1 in 50 1 in 40 1 in 20 1 in 30 1 in 50 1 in 40 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The bearing of the runway at threshold is 290°, the runway number is N 70° W 290° 29° W 20° N N 70° W 290° 29° W 20° N ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum length and pavement strength of the runway is that of B 2 B 3 G 7 A 1 B 2 B 3 G 7 A 1 ANSWER DOWNLOAD EXAMIANS APP
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