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防波堤施工过程中地基变形及稳定性数值分析
Numerical analysis of foundation deformation and stability in breakwater construction
【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。
【Abstract】 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.
【关键词】 防波堤;
地基沉降;
地基水平位移;
边坡稳定性;
【Key words】 breakwater; foundation settlement; foundation water level; slope stability;
【Key words】 breakwater; foundation settlement; foundation water level; slope stability;
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2017年20期
- 【分类号】U656.2
- 【被引频次】4
- 【下载频次】69