The dynamic displacement response of continuously reinforced concrete pavement(CRCP)

which has horizontal resistance at its bottom

resting on a viscoelastic foundation has been investigated when the system is subjected to a harmonic moving load. The vertical displacement expressions of CRCP are obtained by using the trigonometric series and the Fourier transform when hysteretic damping is considered. Numerical results are derived through the inverse fast Fourier transform method(IFFT) and used to analyze the influence of various parameters such as the load velocity

frequency

reinforced ratio

strip thickness and foundation parameters on the dynamic displacement responses. The results can be for reference in analysis of dynamic response and pavement evaluation of CRCP.