CAJ | 학술논문

崩塌危岩体造成的地质灾害问题日益严重，针对这一问题，本文以岩质边坡崩塌危岩体为工程实例，采用定性分析（赤平极射投影、极点等密度投影）与定量分析（数值计算）相结合的方法，对其在各工况下的稳定性进行评价与对比，从而最终确定崩塌危岩体的稳定性系数。
붕탑위암체조성적지질재해문제일익엄중，침대저일문제，본문이암질변파붕탑위암체위공정실례，채용정성분석（적평겁사투영、겁점등밀도투영）여정량분석（수치계산）상결합적방법，대기재각공황하적은정성진행평개여대비，종이최종학정붕탑위암체적은정성계수。
The geological disasters caused by collapsing dangerous rock mass are becoming increasingly serious. Aiming at this problem, this article takes rock slope collapsing dangerous rock mass as example and evaluates and compares its stability under various working conditions using both qualitative analysis (stereographic projection, pole and other intensity projection) and quantitative analysis (numerical calculation), in order to work out the stability coefficient of collapsing dangerous rock mass.