长春工程学院学报：自然科学版2012，Vol.13Issue(3)：8-11,4.
高烈度区高速公路填方路基稳定性分析
Stability analysis to filling roadbed in highway intensive district
黄法忠1
作者信息
- 1. 安徽省地矿局327地质队安徽工程勘察院,合肥230011
- 折叠
摘要
Abstract
Based on the finite difference method,and considering the slope body structure and in the geological environment,in this paper we make an analysis on the stability of filling roadbed in highway intensive district.The stable coefficient has been obtained by strength reduction.The calculated results show that the seismic force has a strong influence to the filling roadbed,and with the possibility of internal sabotage from the slope sliding.关键词
填方/高烈度区/地震/稳定性Key words
fill/intensive district/earthquake/stability分类
土木建筑引用本文复制引用
黄法忠..高烈度区高速公路填方路基稳定性分析[J].长春工程学院学报：自然科学版,2012,13(3):8-11,4.
