摘要
采用有限元模型分析了加筋垫层在不同加筋密度和加筋间距下,加筋地基的沉降与加筋垫层的应力扩散,并同试验的实测结果进行了比较,得出了基于有限元分析方法的相关结论。
The paper adopts the finite element analysis of the reinforced composite cushion in various reinforced densities and distances, the stress dispersion if the settlement of the reinforced foundation and the reinforced cushion, compares the test results, and concludes the relative＂ results based on the finite element analysis method.
出处
《山西建筑》
2010年第31期105-106,共2页
Shanxi Architecture
关键词
加筋垫层
有限元分析
加筋密度
竖向应力
reinforced cushion, finite element analysis, reinforced density, vertical stress
