Airport Engineering The depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads Improper compaction of sub-grade Punching effect All listed here Impact of heavy wheel loads Improper compaction of sub-grade Punching effect All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Rubberised tar concrete All listed here Asphaltic concrete Plain concrete Rubberised tar concrete All listed here Asphaltic concrete Plain concrete ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum value of the angle of turning of the nose gear large jet aircrafts, is limited to 45° 30° 20° 60° 45° 30° 20° 60° ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of 0.001 0.002 0.003 0.004 0.001 0.002 0.003 0.004 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to I.C.A.O. the recommended length of air ports is decided on Standard sea level temperature (15°C) Effective gradient percentage Sea level elevation All listed here Standard sea level temperature (15°C) Effective gradient percentage Sea level elevation All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the proposed air port, the survey project provides All listed here Topographic plan Grading plan Master plan All listed here Topographic plan Grading plan Master plan ANSWER DOWNLOAD EXAMIANS APP
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