摘要
通过对模袋固化土海上围埝有限元计算结果与现场实测结果的对比分析,说明用弹性非线性模型能够较好地模拟围埝下土体的受力变形特性,可以采用有限元分析的方法计算围埝下土体的变形和应力发展趋势。
The comparison of the FEM result of offshore cofferdams built with solidified soil in geoforms with the field measured results and its subsequent analysis showed that an elastic non-linear model can very well simulate the characteristics of stressed deformation of soil under the cofferdams and the finite element method （FEM） can be used to analyze and calculate the tendency of deformation and stress development of soil mass under the cofferdams.
出处
《中国港湾建设》
北大核心
2006年第4期30-32,共3页
China Harbour Engineering
关键词
围埝
有限元
模型
分析
cofferdam
finite elementmethod
model
analysis
