抄録
The purposes of this study are to clarify the effect of the static flexural strength of concrete on the fatigue strength equation and to determine the design fatigue strength equation to take the reliability of concrete pavement into accout. As a result of the statistical analysis of the fatigue tests, it was found that there is almost no effect of the static strength on the fatigue strength equation for concrete pavement design. By means of the present simulation which took account of the scatters of the fatigue strength, the relationship between the failure probability of the flexural fatigue strength equation and the reliability of concrete pavement was obtained.
