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武汉长江隧道盾构始发井深基坑施工技术
引用本文:王光辉.武汉长江隧道盾构始发井深基坑施工技术[J].铁道建筑技术,2007(1):40-44.
作者姓名:王光辉
作者单位:中铁隧道集团科研所,河南洛阳,471009
摘    要:武汉长江隧道工程盾构始发井为深基坑工程,在长江附近、地质条件复杂、地下水位较高的武昌地区修建大跨、长距离的深基坑难度极大。结合工程实践,详细阐述了武汉深基坑施工技术,包括连续墙的施工、基坑降水、基坑开挖、主体结构施工以及监控量测等施工技术,对今后类似工程的修建有一定的指导意义。

关 键 词:盾构隧道  深基坑  施工技术
文章编号:1009-4539(2007)01-0040-05
修稿时间:2006年8月30日

Deep Base Hole Construction Technique of Initial Sending Well of Wuhan Yangtze River Tunnel
Wang Guanghui.Deep Base Hole Construction Technique of Initial Sending Well of Wuhan Yangtze River Tunnel[J].Railway Construction Technology,2007(1):40-44.
Authors:Wang Guanghui
Abstract:The initial sending well of Wuhan Changjiang River Tunnel is a project of deep base hole. It is difficult to build large deep base hole near the Yangtze River, under complex geological conditions and a higher underground water level of Wuchang district. In light of engineering practice, the author idtroduces the deep base hole construction technology adopted in the city of Wuhan, and the focus is on the construction of a continuous wall, base hole precipitation, base hole excavation, construction of the main structure, control measurements and other construction technology.
Keywords:shield-driven tunnel  deep base hole  construction technique  
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