Civil Engineering MCQJE Level Civil Engineering

Pavement 'rutting' (permanent deformation in wheel tracks) is caused by:

Transportation EngineeringTransportation EngineeringMEDIUM

Choose the correct answer

A

Cracking due to tensile stress at bottom of pavement

B

Permanent shear deformation of bituminous layer under wheel loads, worsened by high temperature and weak mix

C

Frost heave in cold climates only

D

Swelling of subgrade clay only

Correct Answer

B. Permanent shear deformation of bituminous layer under wheel loads, worsened by high temperature and weak mix

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Rutting: permanent deformation in bituminous pavement wheel tracks, forming longitudinal grooves. Caused by: insufficient shear strength of bituminous mix at high temperature; high bitumen content (bleeding); failure of sub-base or subgrade under traffic. Prevention: hard aggregate, polymer modified bitumen (PMB), rut-resistant mix (SMA, OGFC). Measured by rut depth (acceptable < 10–13 mm).

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