某高速 K192+680～ K192+840段高边坡滑坡治理方案

摘要

Through the slide basic characteristics analysis and the slope slide stability calculation on a mountainous expressway K192 + 680 ~K192 + 840 section high slope,this paper evaluated and predicted the landslide stability,according to the morphology,structural characteristics and formation mechanism of slope sliding body,considering the stability of various conditions,put forward the treatment scheme of this section of landslide.%通过对某山区高速公路 K192+680～ K192+840段高边坡滑动基本特征分析及边坡滑动稳定性计算，评价和预测了该滑坡体的稳定性，根据边坡滑动体的形态、结构特征以及形成机制，考虑各种工况下的稳定性，提出了该段滑坡治理方案。