Depth wall and the stability of anchored retaining walls

Abstract EN

This study aims to use PlAXIS 2D to model an anchored retaining wall with various combinations of the wall's behavior and to create a database that can satisfy Libya's needs for anchored retaining wall design.

By using PLAXIS finite element software, the anchored wall's structural design takes into account the soil beneath the wall as well as the soil on its front and rear.

Therefore, the purpose of this research is to examine the impact of depth walls on the behavior of anchored walls by employing various walls and loads behind the wall in terms of displacements, bending moments, stresses, and shear forces.

The findings demonstrated the PLAXIS model's adaptability in reacting to various combinations of the wall and soil parameters, and also demonstrated distinct structural behavior by the anchored wall with each modification of the wall and soil characteristics.

As a result, conclusions relating to various parameter combinations were generated for any associated future research