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软土路基沉降的非线性有限元分析
Nonlinear Finite Element Analysis of the Settlement of Soft Soil Roadbeds
【摘要】 高速公路施工中应掌握软弱路基在路堤填筑过程中的沉降规律,通过应用邓肯—张模型和比奥固结有限元程序对软土路基条件下的沉降进行有限元模拟,揭示了沉降过程中软土的固结规律,得到了比较接近实测值的计算结果,对于指导路基施工具有一定的意义。
【Abstract】 It is a main concern about the settlement laws of the soft roadbed during the construction of a road foundation. In this paper, the settlement of a soft soil roadbed is simulated by means of the Duncan-Chang model and Biot’s consolidation finite element program. Consolidation laws of a soft soil foundation have been revealed and the calculated values are found close to the results observed, which will be of importance in guiding the construction of roadbeds.
【关键词】 固结沉降;
有限元法;
软土路基;
【Key words】 consolidation settlement; finite element method; soft soil roadbed;
【Key words】 consolidation settlement; finite element method; soft soil roadbed;
- 【文献出处】 国防交通工程与技术 ,Traffic Engineering and Technology for National Defence , 编辑部邮箱 ,2007年01期
- 【分类号】U416.1
- 【被引频次】5
- 【下载频次】196