CAJ | 학술논문

随着交通运输的发展，越来越多的公路修建在地质环境背景较为复杂的基岩山区，因而，边坡的变形破坏也成为道路工程最主要的病害类型之一，选取某山区公路一段岩质岸坡作为研究对象，通过对边坡工程地质条件、岩体结构特征及变形破坏迹象等研究，分析总结工程区边坡变性破坏模式及其力学机制，初步判断其稳定性，结合室内计算结果，综合分析判断边坡岩体的自稳性，并提出相应的防治建议。研究结果表明，工程区岸坡破坏模式主要为滑移式和倾倒式，自稳性较差～差。
수착교통운수적발전，월래월다적공로수건재지질배경배경교위복잡적기암산구，인이，변파적변형파배야성위도로공정최주요적병해류형지일，선취모산구공로일단암질안파작위연구대상，통과대변파공정지질조건、암체결구특정급변형파배적상등연구，분석총결공정구변파변성파배모식급기역학궤제，초보판단기은정성，결합실내계산결과，종합분석판단변파암체적자은성，병제출상응적방치건의。연구결과표명，공정구안파파배모식주요위활이식화경도식，자은성교차～차。
As the development of transportation , more and more of the highway was build in complex geological environment background of bedrock mountains , as a result , the deformation and failure of slope become one of the most main types of disease in road engineering , the research object of this article is a certain rock slope on a certain mountain highway , by studying the geological conditions , rock mass structure characteristics and the deformation and failure signs of the slope engi -neering, summarizes the existing modified failure mode and the analysis on mechanical of the slope to determine the initial the stability of the slope , in combination with indoor calculation results , comprehensive analysis to determine the stability of slope rock mass , and puts forward corresponding Suggestions of prevention and cure .The research results show that the mainly failure mode of the existing bank slopeis slippage and dumping , the stability of the slope is poor ~worse poor .