首页> 外文期刊>Proceedings of the institution of civil engineers >Canary Wharf Crossrail station cofferdam, London, UK: design, construction and performance
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Canary Wharf Crossrail station cofferdam, London, UK: design, construction and performance

机译:英国伦敦金丝雀码头(Canary Wharf)Crossrail车站围堰:设计,建造和性能

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The construction of the first Crossrail station at Canary Wharf in London, UK reached a significant milestone in March 2012 when the station box was formally handed over to Crossrail for the preparation of the tunnel eyes to receive and re-launch the tunnel-boring machine. The station box is constructed in the North Dock at Canary Wharf in around 9 m of dock water. Excavation of the 265 m long, 25-30 m wide and 18 m deep station box was completed in about 12 months. This paper provides useful guidance for practising engineers on the design and construction of cofferdams' retaining walls in a dock environment. It describes the performance of the retaining structures constructed using the innovative Japanese Giken tubular pile system. Some details are also included of the site-wide dewatering undertaken to lower the groundwater in the Chalk and control it, allowing excavation into the Upnor Formation and Thanet Sand. The effects of unexploded ordnance probing on the performance of the retaining wall are described. Together with details of the laboratory tests undertaken to inform the ship impact berm design and the monitoring system used to verify the retaining wall design and comparison of the predicted and measured wall movements during excavation.
机译:2012年3月,英国伦敦金丝雀码头(Canary Wharf)的第一个Crossrail车站的建设达到了一个重要的里程碑,当时该车站的盒子被正式移交给Crossrail,以准备接收和重新启动隧道掘进机的隧道眼。车站箱建在金丝雀码头的北码头,码头水约9 m。在大约12个月内完成了265 m长,25-30 m宽,18 m深的车站箱的开挖。本文为实践工程师在码头环境中围堰挡土墙的设计和施工提供了有用的指导。它描述了使用创新的日本技研管状桩系统建造的挡土结构的性能。还包括一些用于降低白垩中的地下水并加以控制,从而允许挖掘到Upnor组和Thanet砂中的全场脱水的细节。描述了未爆炸弹药探测对挡土墙性能的影响。连同为通知船舶防撞护堤设计而进行的实验室测试的详细信息,以及用于验证挡土墙设计的监控系统以及在开挖期间对预测的和测量的墙面运动进行比较的监视系统。

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