节点文献
天津某地区软土路基沉降有限元分析
Analysis of Soft soil roadbed Settlement in Tianjin by using FEM
【摘要】 软土路基工程中软土的沉降固结规律是设计和施工的分析重点,结合天津某地区的实际工程,采用岩土大型有限元软件PLAXIS,分工况模拟路基的分层填筑施工过程,分析变形和应力的变化,得出该区域软土沉降固结发展规律,以及水位变化对沉降的影响,为设计和施工控制提供依据。
【Abstract】 Behavior of soft soil settlement and consolidation is important for analyzing in soft soil roadbed. A practical project in Tianjin is simulated with the finite element program PLAXIS by step-construction in analyzing deformation and stress. The calculation results are given about the behavior of soft soil settlement and consolidation, and about the influence of the ground water level difference. It supply some reference conclusion for the design and construction.
- 【文献出处】 工程建设与设计 ,Construction & Design for Project , 编辑部邮箱 ,2010年02期
- 【分类号】U416.1
- 【被引频次】1
- 【下载频次】173