摘要
桥基荷载作用下高陡边坡岩体力学行为是桥基位置确定及边坡稳定性分析的基础.基于大型通用软件ANSYS,对桥基荷载作用下特殊高边坡岩体力学行为进行三维有限元分析,研究结果可为荷载作用下高陡桥基边坡稳定性分析及桥基合理位置设计提供理论依据.
The mechanical behavior of rock mass on high slope under bridge load is the base of bridge position and slope stability analysis.Based on the common software ANSYS,three dimensional numerical analysis of mechanical behavior of rock mass on special high slope under bridge load was made.The results may provide theoretical basis for rational design of bridge position and slope stability analysis.
出处
《成都大学学报（自然科学版）》
2010年第2期168-171,共4页
Journal of Chengdu University（Natural Science Edition）
关键词
桥基荷载
角型高边坡
数值分析
三维有限元
bridge load
angle high slope
numerical analysis
three-dimensional finite element
