摘要
文章通过对某地下人防项目基坑施工期间紧邻的地铁结构变形影响分析表明:外部深基坑土方开挖期间对邻近的地铁结构变形影响较为明显,但在基于“分层分块、先撑后挖、及时封底”的开挖原则下,通过优化施工方案,可以有效控制地铁结构的最终变形量。
Through the analysis of the deformation impact of the adjacent subway structure during the construction of a certain underground civil air defense project foundation pit,it is shown that the excavation of external deep foundation pit earthwork has a significant impact on the deformation of the adjacent subway structure.However,under the excavation principle of"layering and blocking,first supporting and then excavating,and timely sealing",by optimizing the construction plan,the final deformation of the subway structure can be effectively controlled.
作者
葛金春
GE Jinchun(Wuxi City Key Construction Project Management Center,Wuxi Jiangsu 214000 China)
出处
《江苏建筑》
2024年第1期121-124,共4页
Jiangsu Construction
关键词
深基坑
地铁结构
结构变形
deep foundation pit
subway structure
structural deformation