摘要
结合华能玉环电厂岩质高边坡的具体实例,分析边坡工程地质环境和边坡可能的破坏模式,运用传统的极限平衡原理和有限元法两种方法,对岩质高边坡进行稳定性研究,并根据实际情况提出一套工程设计方案.
Taking the rocky high slope in Huaneng-Yuhuan Power Plant for example,the geological environment and potential failure mode of the slope are analyzed;and the traditional limit balance principle and FEM are employed to research the slope stability.Finally,according to the local condition,a design scheme is put forward.
出处
《武汉大学学报（工学版）》
CAS
CSCD
北大核心
2007年第S1期552-557,共6页
Engineering Journal of Wuhan University
