Factor de seguridad global de la estructura del pavimento

Abstract

In this article the dissipation of the energy is considered that happens in each one of the layers that the structure of the pavement conforms, when this one is uniformly loaded in a circular area equivalent to the contact rim pavement, taking into account that in each one of them the parameters that characterizes them are different, and that with the aid of the elasticity theory, along with the definition of equivalent thick, determine the deformations and efforts that take place in any point of sub-layers, which allows to apply the concept of the factor of safety based on the maxim energy that can dissipate the materials and energy mobilized in each one of them