Abstract
In order to study the stability of loose deposit of highway high rise slope, this paper takes a highway as an engineering example, and uses traditional limit equilibrium method and the finite element software Plaxis2D to analyze the stability of loose deposit of the highway high rise slope. Through research and technical tackling, the rock types of high slope can be dynamically adjusted in real time, the geological conditions of high slope can be predicted ahead of time, and the structure, stress and deformation characteristics of rock strata, as well as the mechanism and mode of deformation and failure of rock strata can be found out. Advanced techniques and methods are used to evaluate the stability of high slopes, and suggestions for corresponding engineering optimization measures are put forward. It has important practical significance and engineering value.
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