郑州轻工业学院学报(自然科学版)2011，Vol.26Issue(2)：94-97,4.
岩质高边坡稳定性的有限元分析
The finite element analysis of high rock slope stability
摘要
Abstract
To make the analysis of high side slope stability more accurate, the stability was judged using combination of red even shoots method with finite element analysis. The steady state of the side slope in the dead weight function was confirmed after using the side slope spurts the anchor supports, FLAC3D( fast lagrangian analysis of continua in 3 dimensions) and limit zero-method confirmation supports and protections. This explains that the supports and protections have made the ideal progress.关键词
岩质高边坡/稳定性/有限元分析分类
土木建筑引用本文复制引用
余蓓,郑玉元,戚德印..岩质高边坡稳定性的有限元分析[J].郑州轻工业学院学报(自然科学版),2011,26(2):94-97,4.基金项目
贵州大学2010年度研究生创新基金资助项目(2010056) （2010056）
