摘要
将强度折减理论与数值分析方法相结合用于边坡稳定分析,克服了传统极限平衡法的一些不足。基于摩尔库伦屈服准则,分别采用有限元软件MIDAS GTS和有限差分软件FLAC3D,对某实际边坡工程的稳定性进行了数值计算和对比分析,其结果可为类似工程提供参考。
The strength reduction coefficient method of theory combining with numerical analysis for slope stability analysis,it overcomes some shortcomings of traditional limit equilibrium method. Based on Mohr-Coulomb yield criterion,respectively using the finite element software MIDAS GTS and finite difference software FLAC3D,the stability of a slope engineering are analyzed in numerical calculation and comparison. The result can offer reference for similar engineering.
出处
《广东土木与建筑》
2013年第11期58-61,共4页
Guangdong Architecture Civil Engineering
关键词
边坡
有限元
有限差分
强度折减
稳定性分析
slope
finite element
strength reduction
finite difference
stability analysis
