摘要
以ABAQUS大型有限元软件为平台,建立了高填方渠段某一断面的二维有限元数值模型,对高填方渠道边坡的稳定性进行了分析研究,并利用有限元强度折减法的失稳判定依据确定了合理可行的边坡稳定安全系数。
Based on the large finite element analysis software ABAQUS, a finite element model of two-dimensional for the high fill canal reach one section is established. Analysis the high fill canal reach stability. Using the instability decision basis of the strength reduction FEM deter- mined safety factor of slope.
出处
《山西建筑》
2014年第2期73-74,共2页
Shanxi Architecture
关键词
高填方渠道
边坡
强度折减法
安全系数
high fill canal, slope, strength reduction FEM, safety factor
