Abstract
The paper deals with the results of design analyses to evaluate the behavior of soil and reinforcement in mechanically stabilized earth (MSE) retaining walls. Using the Plaxis 2D software package, the influence of various parameters of the MSE wall on its behavior under load was evaluated. The paper presents some recommendations on the use of MSE retaining walls in the design of highways, including connection sections between bridges and approach embankments in conditions of Vietnam.
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