摘要
以堤身填筑过程引起的地基沉降以及对边坡稳定影响为研究对象,使用有限元软件建立流固耦合数值分析模型,模拟了某防波堤工程堤身填筑过程,对沉降规律以及边坡稳定进行了计算分析,为现场施工提供参考。
Taking the foundation settlement caused by embankment construction process and the influence to slope stability as the research object,this dissertation simulates one certain breakwater construction processes and numerically analyses the foundation deformation and slope stability by means of finite element numerical analysis model of fluid structure interaction,so as to provide reference for site construction.
出处
《山西建筑》
2017年第20期62-63,共2页
Shanxi Architecture
关键词
防波堤
地基沉降
地基水平位移
边坡稳定性
breakwater
foundation settlement
foundation water level
slope stability
