摘要
依托大型水电工程大岗山水电站,采用Phase2有限元软件,建立了大岗山右岸边坡二维数值模型,对右岸缆机平台边坡稳定性进行了模拟分析,研究成果对边坡稳定性的评价提供了依据。
Based on Dagangshan Hydropower Station of large hydropower engineering,using Phase2 finite element software,this paper established the Dagangshan right bank slope two-dimensional numerical simulation,simulated and analyzed the slope stability of right bank cable machine platform,the research results provided basis for slope stability evaluation.
出处
《山西建筑》
2016年第23期74-75,共2页
Shanxi Architecture
关键词
边坡
数值模型
变形规律
稳定性
slope
numerical model
deformation law
stability
