CAJ | 학술논문

介绍了钦崇高速某顺层边坡滑坡治理工程中已查明的滑坡区工程地质条件,滑动面、滑动带的位置,通过对现场工程地质条件的系统调查,分析评价了该滑坡体的成因及稳定性现状;根据钻孔资料提供的岩土体和滑面的参数,并结合参数的反算,得到了滑面的c、值,最后计算得到非正常工况下（暴雨）的滑坡稳定安全系数为0.91,说明当遇到长时间暴雨时,滑坡会进一步发展,需要及时治理。根据对该边坡的地质模型分析和对其进行的定量力学评价,提出了相应的治理设计措施。
개소료흠숭고속모순층변파활파치리공정중이사명적활파구공정지질조건,활동면、활동대적위치,통과대현장공정지질조건적계통조사,분석평개료해활파체적성인급은정성현상;근거찬공자료제공적암토체화활면적삼수,병결합삼수적반산,득도료활면적c、치,최후계산득도비정상공황하（폭우）적활파은정안전계수위0.91,설명당우도장시간폭우시,활파회진일보발전,수요급시치리。근거대해변파적지질모형분석화대기진행적정량역학평개,제출료상응적치리설계조시。
This article introduces engineering geological conditions, landslide mass structure, slip surface, and sliding zone in the process of landslide governing of a bedding slope in Qinzhou-Chongzuo highway, based on the site survey of engineering geological environmental condition, and then analyzes and evaluates causes and stability status of the landslide mass. According to the rock mass and sliding surface parameters of the borehole data, and combined with inverse computation of parameters, we get the sliding surface c and φ value. The safety factor of the landslide is 0.91 under the abnormal condition (rainstorm) , which shows that when faced with a long heavy rain, the landslide further develops, and needs timely treatment. According to the geological model analysis and quantitative mechanical evaluation, we finally propose corresponding preventive measures.