摘要
本文在了解国内外研究现状和收集前人研究成果的基础上,以汉源县萝卜岗场地层状顺向岩质边坡作为典型的研究素材,通过对萝卜岗顺向岩质边坡的变形破坏模式及机理研究,对场地进行稳定性分析评价,用于指导规划设计,切实解决具体工程问题。
Based on the understanding of current research status at home and abroad, and the collection of predecessors＇ research results, with the typical research material of layered consequent rock slope of LuoBuGang field, this article carried out on the field stability analysis and evaluation by researching on the deformation failure mode and the mechanism of LuoBuGang consequent rock slope, in order to guide the planning and design in the future, and solve the specific engineering problems.
出处
《水电与抽水蓄能》
2017年第2期116-122,共7页
Hydropower and Pumped Storage
关键词
层状顺层岩质边坡
软弱夹层
工程地质特性
变形破坏模式
稳定性
layered bedding rock slope
weak interlayer
engeering geology characteristics
deformation and failure
stability
