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Transportation Engineering - Pavement Design

GATE Civil Engineering · 9 questions across 6 years (2018-2026) · 15% recurrence rate

Recurrence sparkline

20182026
201820222026

Difficulty mix

med 67%
hard 33%

Question types

MCQ6
NAT2
STMT1

All 9 questions on Transportation Engineering - Pavement Design

2026 Q40

Consider the following statements with respect to rigid pavements: Statement-1: Bottom-up cracking (BUC) in rigid pavements is caused at the edge of the slab due to combined effect of single or tandem rear axle load and...

Med
2026 Q45

Which of the following statements is/are TRUE with respect to the type of stresses to be considered for the design of rigid pavements?

Med
2025 Q18

The recommended minimum traffic growth rate and design period considered for structural design of flexible pavements for national highways in India as per IRC 37:2018 is ________ percentage and ________ years, respective...

Med
2022 Q65

For the dual-wheel carrying assembly shown in the figure, P is the load on each wheel, a is the radius of the contact area of the wheel, s is the spacing between the wheels, and d is the clear distance between the wheels...

Hard📊
2020 Q31

A dowel bar is placed at a contraction joint. When contraction occurs, the concrete slab cracks at predetermined location(s). Identify the arrangement, which shows the correct placement of dowel bar and the place of occu...

Med📊
2019 Q11

Structural failures considered in the mechanistic method of bituminous pavement design are

Med
2019 Q34

A flexible pavement has the following class of loads during a particular hour of the day. i. 80 buses with 2-axles (each axle load of 40 kN); ii. 160 trucks with 2-axles (front and rear axle loads of 40 kN and 80 kN, res...

Hard
2018 Q17

As per IRC:37-2012, in order to control subgrade rutting in flexible pavements, the parameter to be considered is

Med
2018 Q54

Given the following data: design life n = 15 years, lane distribution factor D = 0.75, annual rate of growth of commercial vehicles r = 6%, vehicle damage factor F = 4 and initial traffic in the year of completion of con...

Hard