This study the theories and modelling methods of relation between the soil and embedded cantilever sheet pile structure. The backfill material that constitutes the earth retained by the pile wall plays an important role in determining the behavior of these structures. . One typically Rankine or coulomb earth stress theories to expect the earth pressure exerted by soil on the sheet pile wall. Additionally, the look at considers the contribution of numerous soil parameters within the interaction and the volume of reaction in phrases of conduct, deformation, and stress distribution. It is found that the true behavior and magnitude of deformation and stress distribution is generally depends upon the modelling and designing techniques.