摘要
根据相关研究表明,相邻桩基会对拉锚索支护结构产生一定的影响,结合湘核·语林项目工程建筑地下室基坑工程,综合分析锚索竖向距离、桩直径与相邻基坑之间的距离对拉锚索支护结构参数敏感性的影响,为提高锚索结构的承载能力提供参考。
According to the research shows that the adjacent pile will pull anchor impact support structure, this paper combined with the basement of building foundation pit engineering Hunan nuclear Yulin, considering the vertical distance between the anchor pile diameter, and the distance of adjacent foundation pit anchor bracing structure parameter sensitivity, hoping to give the relevant scholars to provide reference and help.
出处
《建筑技术开发》
2018年第14期9-10,共2页
Building Technology Development
关键词
相邻基坑
拉锚索支护
结构参数
adjacent excavation
cable-stayed support
structural parameters
