Structural response of concrete pavements is influenced by the position of the axle
loads and if critical load positions are not considered in concrete pavement analysis,
the design may be inadequate and lead to early failure of the pavement. Whilst there
has been a great deal of research conducted on concrete pavement performance and
deterioration under vehicular loads and environmental forces, there is a lack of
adequate information on effects of vehicular load positions on pavement
responses.
Critical positions of different axle groups in uncurled and curled jointed
concrete pavement with different configurations were determined in the current
study. Results indicate that structural performance of concrete pavements is
significantly affected by boundary conditions between concrete slab and base.
Corner loading was found to be critical in bonded concrete pavement. Corner
loading is also critical when a separation occurs between unbonded concrete
slab and base. Furthermore, the benefits offered by unbonded boundary
condition cease at a certain differential temperature. Hence, a particular
care needs to be considered in projects constructed in extremes of heat or
cold. In presence of high differential temperature together with axle loading,
joint faulting in unreinforced concrete pavements is affected by concrete slab
thickness.