摘要
采用ANSYS软件对深圳市填海区堆载和沿江高速路桥基进行了三维计算分析,分别研究了不同工况下堆载过程自身发生的最大位移、位置,以及不同厚度堆载对桥基竖向位移及水平位移的影响,为类似工程的设计、施工和研究积累了宝贵的经验。
This paper using ANSYS software of Shenzhen reclamation heap load along the highway and three dimensional foundation is calculated and analyzed, and the research respectively under different working conditions, heap load process itself happened the maximum displacement and location, and different thickness heap load of foundation vertical displacement and the influence of horizontal displacement. And for similar engi- neering design, construction and research of the accumulated valuable experience.
出处
《山西建筑》
2013年第17期156-158,共3页
Shanxi Architecture
关键词
大面积堆载
有限元模拟
水平位移
large area heap load, the finite element simulation, horizontal displacement
