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。
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.
作者
吴咏敬
Wu Yongjing(Fujian Quanzhou Survey and Design Institute Co.Ltd.,Quanzhou,Fujian 362012)
出处
《江西建材》
2024年第1期158-160,共3页
Jiangxi Building Materials
关键词
深基坑
双排桩
支护结构
力学性能
Deep foundation pit
Double row piles
Support structure
Mechanical property
作者简介
吴咏敬(1985—)
