This short paper is a validation of my personal work, I urge everyone who reads this article to share their personal tips for helping me to improve my modeling skills, futhermore i wish this tips could help someone. The main conclusions can be summarized as follows: for correcty reproduce the deformation of micropile retaining walls is important to refine the boundary conditions and the structure interaction. Numerical analysis using the Finite Element Method has been used to simulate behavior of the micropile retaining walls. Shell elements approximate really well the micropile retaining wall behavior. From these results it can be deduced that the moment transmitted from the connection beam to the smaller retaining walls partly counterbalances the thrust exerted by the ground.
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