Various researchers have tried to prevent this type of failure in pavements and so they have developed fatigue models that allow linking the cyclic loadings generated by traffic during the design stage, with the value of acceptable vertical deformation Reyes, 2003; Khana et al., 2013 Various fatigue laws have been recommended to determine the acceptable limit of the vertical deformation Table 2 These equations' general form is as follows Behiry, 2012:
Diferentes investigadores han tratado de prevenir este tipo de falla en los pavimentos, para esto se han desarrollado modelos de fatiga que permiten relacionar las cargas cíclicas, generadas por tránsito durante el periodo de diseño, con el valor de deformación vertical admisible Reyes, 2003; Khana et al., 2013.