摘要
介绍了双排桩挡土墙的主要几种计算模式,并将其中两种组合利用,对哈尔滨市武威路地道桥引道双排桩挡土墙进行了受力分析,然后依托此工程进一步地阐述了双排桩挡土墙排距变化对结构受力和桩身水平位移产生的影响,提出了在双排桩挡土墙设计过程中选择合理排距应注意的要点,可在一定程度上为类似结构设计提供依据。
This paper introduces several major calculation mode of double row pile retaining wall, and will use two kinds of combinations, to Harbin city wuwei road bridge approach road double row pile retaining wall on the stress analysis, and then based on the project further expounds the double row pile retaining wall row spacing changes on the impact of structure stress and displacement of pile body, put forward in the process of double row pile retaining wall design should pay attention to choose reasonable row spacing, the main points of the can to a certain extent, provide a basis for the similar structural design.
出处
《低温建筑技术》
2017年第11期132-135,共4页
Low Temperature Architecture Technology
关键词
双排桩
挡土墙设计
受力分析
double row piles
design of retaining wall
stress analysis
