摘要
以军工路越江隧道浦东岸上段深基坑施工为背景,在工作井和PD1四种开挖工况条件下,分析了坑外迎土面加固与无加固,以及坑外阴角加固与直线段无加固条件下围护结构水平变化规律,为类似工程设计、施工提供了经验和参考依据。
This thesis is consider of the regular of the enclosure on four kinds of conditions at the background of foundation pit at Jun-gong Road Tunnelling on Pu-dong side.The regular of enclosure structure horizontal displacement at concave palace on condition of reinforcing and straight place without no reinforcing outside the foundation pit,as well as on condition of reinforcing and no reinforcing on the reverse side of excavating.It will provide experience and reference for design and construction of other engineering.
出处
《福建建筑》
2010年第10期56-58,共3页
Fujian Architecture & Construction
关键词
加固
基坑
围护结构
监测
Reinforcing Foundation pit Enclosure Structure Survey
