Analysis of elastic - plastic soils using the armed Nqthyy Interpolation Method

This article reinforced Interpolation Method Nqthyy RPIM radial functions for the elastic analysis - soil paste has been used armed. Strengthen methods to increase accuracy by Ksyraljmlhyyha resolve and strength are reproducing method. In the present analysis of the soil armed with three distinct soil reinforcement and separation of intermediate layer and displacement field in each section based on the method consists RPIM. Placement of the final system of equations generated displacement field equations governing weak form is obtained. In this article the behavior of soil and reinforcement layer due to elastic paste is considered complete. Also apply the concept of interface elements, the layers can slip through the simulation is provided. Based on the obtained relations, a computer, is provided by solving some examples at the end of articles, its performance has been studied.