摘要
结合现场实际以及室内、原位试验和路堤帮坡参数等指标采用slide极限平衡法和FLAC2D强度折减法进行了路堤边坡稳定性的综合分析、验算比较,以边坡稳定性分析结果为基础和核心指导设计,确保实现设计目标。
Combined with actual conditions in spot, as well as the targets of indoor test, in-situ test and param-eters of embankment and slope, the stability of embankment slope was analyzed comprehensively, calculated and compared by using the Slide limit equilibrium method and FLAC strength reduction method, and the analysis re-sults of the slope stability are as the basis and core of guiding the design so as to ensure achievement of the de-sign objective.
出处
《有色金属设计》
2014年第3期16-20,共5页
Nonferrous Metals Design
