临渠深基坑新型双排桩支护结构力学性能研究
Research on theMechanical Properties of a New Double Row Pile Support Structure for Deep Foundation Pits Adjacent to Canals
吴咏敬1
作者信息
- 1. 福建泉州勘测设计院有限公司,福建 泉州 362012
- 折叠
摘要
文中聚焦泉州市丰泽区东海街道临渠深基坑工程,针对新型双排桩支护结构的力学性能进行了系统的探讨与分析.针对该工程双排桩在分步开挖中位移与受力状况的分析,揭示了复杂地质条件和不同开挖阶段下,支护结构的响应行为,为深基坑工程的设计与施工提供了理论依据与实践指导.
Abstract
This study focuses on the Linqu deep foundation pit project in Donghai Street,Fengze District,Quanzhou City,and systematically explores and analyzes the mechanical properties of the new double row pile support structure.Through in-depth analysis of the displacement and stress conditions of the double row piles during the step-by-step excavation process in this project,the response behavior of the support structure under complex geological conditions and different excavation stages is revealed,providing theoretical basis and practical guidance for the design and construction of deep foundation pit engineering.
关键词
深基坑/双排桩/支护结构/力学性能Key words
Deep foundation pit/Double row piles/Support structure/Mechanical property引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据