摘要
随着我国修建高填方路基数量的增多,高填方路基的稳定性问题也日益备受关注。特别是近年来随着计算机技术的飞速发展与计算分析软件的日益完善,各种计算手段逐渐被应用至边坡稳定性分析中。该文阐述了利用有限元强度折减法对高填方路堤的稳定性进行分析,并通过实际工程应用证明其准确性。
With the increment of high filling roadbed repaired and constructed in China,the stability of high filled roadbed is also increasingly paid for attention.Especially with the high-speed development of computer technology and the increasing perfection of calculation analysis software in recent years,various calculation means are gradually applied in the analysis of slope stability.The article sets forth the application of the finite element strength reduction method to analyze the stability of high filling roadbed and proves its accuracy through the practical engineering application.
出处
《城市道桥与防洪》
2013年第3期173-174,178,共3页
Urban Roads Bridges & Flood Control
关键词
高填方路基
稳定性分析
有限元强度折减法
应用
天津市
high filling roadbed,stability analysis,finite element strength reduction method,application,Tianjin City
