摘要
本文通过应用费尔哈斯特的非线性模型和比奥特固结有限元程序对房建区域内道路路基沉降进行了有限元模拟,围绕着软土路基沉降过程中的一些规律做了一些探索,对于以后类似工况下的房建区域内道路施工具有一定的参考价值。
This paper through the application of fil hastert nonlinear model and finite element program, consolidation than for soft soil under the condition of railway embankment settlement in the finite element simulation, around the soft soil roadbed settlement process of some rules made some exploration, for future similar soft soil under the conditions of railway construction to have the certain reference value.
出处
《科技视界》
2014年第17期47-48,共2页
Science & Technology Vision
基金
国家自然科学基金(50879006)
