摘要
结合黄河黑山峡大柳树坝址区地层,在相似理论的基础上,通过振动台试验,研究其在动力作用下的变形破坏模式。试验过程再现了反倾层状岩体边坡在动力作用下的变形破坏模式,最终发展成崩塌与滑坡的全过程。
Based on the model test that was on the theory of similarity, we saw the whole process in which the layered rock masses were deformed and damaged. The test and reappeared the whole process of deformation and damage in this slope.
出处
《山西建筑》
2005年第19期86-87,共2页
Shanxi Architecture
关键词
层状岩体
振动试验
边坡稳定性
layered rock mass, vibration test, slope stability
