黄土基岩不整合面深路堑边坡稳定性研究

Study on the Stability of Deep Cut Slope in Loess Bedrock Unconformity Surface

近年来我国的高速公路建设速度正在逐步加快,其中有很大一部分建设项目都是在黄土地区进行(黄土地区占了国土面积的百分之六点三)。黄土地区的公路建设中边坡开挖会形成深路堑黄土边坡,深路堑边坡的稳定性直接影响着建设项目的施工安全、运营安全和建设成本等。所以黄土基岩不整合面深路堑边坡稳定性的分析对我国高速公路的建设来说就显得格外重要,本文将对此展开详细研究分析。

In recent years,our country's highway construction speed is gradually accelerated,there are a large part of the construction project is conducted in the loess area,the loess area accounts for six point three percent of land area)in the loess area highway construction can form deep cut slope in loess slope excavation,deep cut slope stability directly affects the construction project construction safety operation safety and construction cost,etc So of the loess basement rock unconformity surface deep cut slope stability analysis is very important,this article will conduct detailed research and analysis to this.