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Transportation Engineering - Pavement Design

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

Recurrence sparkline

2018–2026
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✓