Geotechnical interpretation of the method ACN-PCN

Presently work the characteristics of the method of evaluation of hints of airports (ACN - PCN), settled down by the OACI are exposed, Also a relations hip settles down among the method ACN - PCN and the analyses for deformation and resistant capacity of the pavement, you being determined that it means from both points of view that the condition exists PCN = ACN. it is demonstrated that the design condition for load capacity is completed or it is very near the condition limit and that the deformation (for a load repetition) it is among permissible values, whenever we are in the condition ACN = PCN, in a general way he/she is an equivalent procedure to the ACN - PCN, but based on the designs by deformation and load capacity, which are much less empiric.