The pavement is usually composed of different layers, such as sub-base, base and layers of asphaltic or concrete, or a combination of them, each of which has a specific technical specification. Different methods are currently being used to analyze concrete pavements, for example, Birmist's theory, multilayer theory, empirical methods, numerical methods, and finite element. The stresses caused by the pavement loading should be reduced to a degree that is firstly allowable for the subgrade, and, secondly, does not cause structural failure in the pavement. Another important point is that, in the rigid pavement design, the control of the displacement at the edge of the concrete slab. In this research, by using Kenslab's software, the parameters for the concrete pavement design factors and the effect of each parameter on the amount of stress and deformation of the durable concrete pavement were carried out and the stress and deformation obtained with statistical models were presented. Comparing the results of the three pavements, it was found that in the case of loading in the center of the slab with a weak subgrade, most tensions exist and, with increasing the slab thickness, the difference between the stresses in the three slab lengths is reduced. By increasing the width of the pavement slab, especially, the horizontal bending stress decreases under the concrete slab surface.