The Southbank Place development: tunnel movement predictions and monitoring performance

Stuart Hardy, Anton Pillai, Xiangbo Qui, Duncan Nicholson
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引用次数: 0

Abstract

The Southbank Place project comprised the redevelopment of the UK headquarters of the Shell company (formerly known as the Shell Centre) in the Waterloo area of London. The project included demolition of all structures within the site except for the iconic tower building, the local extension of the existing basement and the construction of eight new mixed-use buildings. London Underground's (LU) Bakerloo and Northern Line running tunnels pass beneath the site. The excavation of the basement and construction of the Shell Centre in the late 1950s caused movements of the underlying Bakerloo Line tunnels that were much larger than expected. The monitoring of these tunnels between 1958 and 1995 has provided a classic case history for the behaviour of London Clay. The proposed redevelopment offered an opportunity to analyse and monitor the behaviour of London Underground tunnels over a period of 60 years and two phases of significant construction. The paper presents the back analysis of the historical monitoring of the Bakerloo Line tunnels and the calibration of a sophisticated finite element model. The model was subsequently used to predict the impact of the redevelopment on the tunnels as part of the assurance procedure with LU.
南岸广场开发项目:隧道运动预测和监测性能
南岸广场项目包括对位于伦敦滑铁卢地区的壳牌公司英国总部(前身为壳牌中心)的重建。该项目包括拆除场地内除标志性塔楼以外的所有建筑,对现有地下室进行局部扩建,并新建八栋多功能建筑。伦敦地铁(LU)的贝克鲁线和北线运行隧道从地块下方穿过。20 世纪 50 年代末,地下室的挖掘和壳牌中心的建设导致地下贝克鲁线隧道的移动比预期的要大得多。1958 年至 1995 年期间对这些隧道的监测为伦敦粘土的行为提供了经典案例。拟议中的重建项目为分析和监测伦敦地铁隧道在 60 年间和两个重要施工阶段的行为提供了机会。本文介绍了对贝克鲁线隧道历史监测的回溯分析以及复杂有限元模型的校准。该模型随后被用于预测重建对隧道的影响,作为与 LU 保证程序的一部分。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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