摘要
基于某土-岩组合边坡的详细勘察工作,为该边坡的支护设计和施工提供必要的地质资料,分别采用圆弧滑动法和赤平投影法,分析了该边坡的稳定性。结果表明:该边坡的土质边坡段存在滑移破坏危险,而岩石边坡段稳定性相对较好。
Based on detailed geotechnical engineering exploration of a soil- rock slope,the stability of the slope is analyzed by circular sliding method and stereographic projection method,respectively. The study results show that the soil slope has the risk of the potential sliding instability,and the stability of the rock slope is relatively superior. Then the necessary geotechnical data was provided for the supporting design and construction of the slope.
出处
《福建建筑》
2016年第2期87-90,共4页
Fujian Architecture & Construction
关键词
土-岩组合边坡
工程勘察
边坡稳定性
Soil-rock slope
Geotechnical engineering exploration
Stability of slope
