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针对某高边坡路堤的研究,通过对现场地质地势和交通情况的考察,建立了二维分层斜边坡的拉筋挡墙有限元模型,对加筋后的情况与未加筋的情况进行对比,分析了挡墙的变形、应力分布及路基土体中的应变情况,以体现加筋挡墙对路基的作用效果。
Aiming at the research of a high slope embankment, the finite element model of two-dimensional stratified inclined slope retaining wall is established through the investigation of the geological conditions and traffic conditions in the site. After the reinforced condition and the non-reinforced condition The deformation and stress distribution of the retaining wall and the strain in the subgrade soil are analyzed to show the effect of the retaining wall on the roadbed.