在城市环境中地下水位以下平行的活隧道

V. Diwakar, T. Amsyar, N. Ramesh
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引用次数: 0

摘要

新加坡地铁系统近年来一直在发展,以增强现有地铁网络的连通性。目前,全岛共有5条线路在运营,分别是南北线、东西线、环线、东北线和市区线。此外,汤姆森-东海岸线(TEL)正在建设中,另外两条线路——裕廊地区线(JRL)和跨岛线(CRL)正在规划中。这种连通性的增加导致了更复杂的列车网络,这反过来又带来了更大的施工风险,即在现有线路下方或上方挖隧道。合约T222涉及建造欧南站及电讯隧道。奥拉姆站将成为连接中央商务区(CBD)两条现有线路的交汇处,位于Havelock站(HVL)和Maxwell站(MAX)之间,跨越现有的NEL和EWL隧道。T222的一个独特之处在于,两条隧道的掘进工程在隧道下方平行约365米,净距离由1.8米至约8米不等。这是第一次在地下水位地质复杂的城市地区规划这样的隧道。在市区内,有许多挑战要遇到。其中一个关键的挑战是管理利益相关者和控制挖掘,以确保不会出现影响活隧道的过度/不足挖掘。另一个关键挑战是在地下水位下采矿,这是一个敏感的标准,因为下降也可能导致隧道移动,此外,在干预期间管理相同的水是另一个问题。本文论述了下穿隧道的掘进方法、掘进关键参数、利益相关方的管理与协调、仪器的布置、监测以及未来应用面临的挑战和机遇。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Undercrossing live tunnels in parallel below the water table in an urban environment
Singapore Metro system has been developing in recent years to enhance the connectivity of existing network Mass Rapid Transit (MRT) system. Currently, there are 5 lines across the island in operation – North South Line (NSL), East West Line (EWL), Circle Line (CCL), North East Line (NEL) and Downtown Line (DTL). In addition, Thomson-East Coast Line (TEL) is under construction and 2 more lines – Jurong Region Line (JRL) and Cross Island Line (CRL) – are under planning. This increased connectivity has resulted in a more complex train network, which in turn poses greater construction risk of tunneling under or above existing lines. Contract T222 involves the construction of Outram Station and the TEL tunnels. The Outram Station will become an interchange connecting 2 existing lines in the Central Business District (CBD) located between Havelock Station (HVL) and Maxwell Station (MAX), overcrossing the existing NEL and undercrossing the EWL tunnels. One unique aspect of T222 is that the tunneling works undercrossing the EWL tunnels are in parallel for about 365m for both the tunnel drives with a clear distance ranging from 1.8m to about 8m.This is the first time such a tunnel drive is planned in a urban district with some complex geology under the ground water table. Being within the urban district, there were numerous challenges to be encountered. One key challenge was to manage the stakeholders and to control the excavation to ensure that there was no over/under excavation that would impact the live tunnels. One another key challenge was to mine under the water table which was the sensitive criteria as drawdown could also cause movements to the tunnels and in addition managing the same water during the interventions was another concern. This paper discusses the approach of tunneling for the undercrossing of the EWL tunnels, key tunnelling parameters used, stakeholder management and coordination, instrumentation arrangement, monitoring as well as the challenges faced and opportunities for future application.
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