摘要
以贵州某一边坡支护中的桩基挡墙为例,采用ANSYS有限元软件,对水平受荷嵌岩桩的受力性能进行了数值模拟计算,将所得有限元解与传统解作了对比研究,在此基础上,分析了桩端约束情况、桩径等因素对基桩内力和变形的影响,以期为同类地区水平受荷桩的设计提供参考。
Taking the slope bearing pile retaining wall in Guizhou as an example,applying ANSYS finite element software,the paper carries out numerical simulation computation of stress performance of horizontal loading rock-socketed pile,comparatively studies the obtained finite element solution and traditional solution,and analyzes the impact of pile end restraining conditions and pile diameter upon internal pile foundation stress and deformation,so as to provide some guidance for horizontal loading pile design in similar region.
出处
《山西建筑》
2016年第8期85-87,共3页
Shanxi Architecture
关键词
水平受荷嵌岩桩
基桩
正交试验
有限元模型
horizontal loading rock-socketed pile
foundation pile
interchange test
finite element model
