摘要
基于岩质边坡上桥梁基桩较一般平地上基桩受力特性的复杂性,文章借助ANSYS有限元软件建立了分析模型,并分别模拟验算了基桩顶部在施加不同等级水平荷载及竖向荷载作用下,其与桩周围岩的受力特性及位移变化情况,以此来分析研究边坡基桩的承载机理。
Based on the the mechanical characteristics of bridge pile on rock slope is more complex than the general on the ground, this paper established the analysis model by means of the finite element software ANSYS. And simulated checking mechanical characteristics and displacement changes of the top of pile under different grade levels horizontal loads and vertical loads and around rock piles to analyse the bearing mechanism of slope pile.
出处
《江苏建筑》
2015年第1期78-80,共3页
Jiangsu Construction
关键词
岩质边坡
桥梁基桩
有限元
受力特性
rock slope
bridge pile
finite element
mechanical characteristic
