有限单元法在边坡稳定性分析中的应用  

The stability analysis of slope based on finite element method

作　　者：李椋京[1] 李月莲[1] 

机构地区：[1]福建信息职业技术学院,福建福州350019

出　　处：《福建建设科技》2004年第3期7-8,共2页Fujian Construction Science & Technology

摘　　要：本文对有限单元法进行了简要的介绍,并利用有限单元法对某边坡进行稳定性分析,通过对分析成果的整理和研究得出了边坡的稳定性结论,该结论与极限平衡法的分析成果对比表明分析取得了满意的效果。The finite element method is introduced and has been used successfully in the stability analysis of a cutting slope in this article, and a conclusion has been drawn after studying the data carefully.It indicated that the summing-up is available by the comparing with the outcome of limit equilibrium analysis.

关 键 词：有限单元法 边坡 稳定性 离散化模型 粘土 角砾岩 

分 类 号：TU43[建筑科学—岩土工程]