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Risk management of SSDS stage I Tunnel B - tunnelling under the eastern harbour crossing tunnel in Hong Kong

机译:SSDS第一期隧道B的风险管理-香港东区海底隧道下的隧道

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摘要

Tunnel B of the stage I strategic sewage disposal scheme (SSDS) has an excavated diameter of 3.2 m and it was excavated with a hard rock tunnel boring machine 75 m below the eastern harbour crossing tunnel (EHC) in the Victoria Harbour of Hong Kong. The EHC is an immersed tube structure built in 1990 and the structure was made up of 15 rectangular reinforced concrete box segments, each about 125 m long, connected together by flexible joints that are under compression at working condition. The major risk that had been identified was that if any ground movement in the EHC tunnel boxes had occurred, as a result of groundwater drawdown due to large inflow into Tunnel B, the flexible joints connecting the two adjacent boxes of the structure could have lost its effectiveness in water-sealing with the consequence of seawater entering the boxes under full hydrostatic pressure. The EHC is a major trunk road in Hong Kong and should water seeps into the structure, traffic would have been devastated resulting in huge financial loss to the city.
机译:第一阶段策略性污水处理计划(SSDS)的隧道B的挖掘直径为3.2 m,并在香港维多利亚港东区海底隧道(EHC)下方75 m处用硬岩隧道掘进机进行挖掘。 EHC是一种沉管结构,始建于1990年,由15个矩形钢筋混凝土箱形段组成,每个箱形段长约125 m,并通过在工作条件下处于压缩状态的柔性接头连接在一起。已经确定的主要风险是,如果EHC隧道箱中发生了地面运动,而由于大量流入B隧道而导致地下水渗入,则连接该结构的两个相邻箱的挠性接头可能会失去其结构。海水在充分的静水压力下进入箱子的结果是有效的水封。 EHC是香港的主要干道,如果水渗入建筑物,交通将会遭到破坏,给香港造成巨大的经济损失。

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