Based on the hydrogeological conditions and engineering geological conditions of cut slope in Yan-Hai highway K32+780~K32+950,this paper analyzes the causes of the formation of landslide,puts forward the gravity retaining wall's landslide treatment scheme,through continuous observation,provided this scheme processing landslide is reasonable.%结合烟海高速公路K32+780~K32+950处路堑边坡水文地质条件与工程地质条件,分析了边坡滑坡形成的原因,提出了重力式挡土墙的滑坡处理方案,经过持续观测,证明该方案处理滑坡是合理的。
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