摘要
以铁路连云港至镇江线五峰山长江大桥南锚碇基坑为研究对象,依次论述了基坑支护、基坑开挖两个施工阶段。基坑支护阶段主要是针对工程实际情况,对地下连续墙施工方案进行比选;基坑开挖阶段主要是结合信息化施工对整个开挖过程进行监控来满足各种施工技术要求。
Taking the south anchored foundation pit for Wufeng Mountain Changjiang River Bridge in the railway from Lianyungang to Zhenjiang as the study object, the article discusses two construction stages of foundation pit supporting and excavation. The supporting stage of foundation pit is mainly to compare and select the construction scheme of underground diaphragm wall for the practical engineering situation. The excavation stage of foundation pit is mainly to monitor the whole excavation process by informatization construction in order to meet various construction technical requirements.
出处
《城市道桥与防洪》
2017年第6期225-227,共3页
Urban Roads Bridges & Flood Control
关键词
锚碇
地下连续墙
深基坑
开挖
内衬
施工
anchorage
underground diaphragm wall
deep foundation pit
excavation
inner lining
construction
