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Soft Ground Tunnelling in Melbourne -- Investigation and Design of the Melbourne Main Reliever

机译:墨尔本软田间隧道 - 墨尔本主要救济的调查与设计

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Melbourne Water (MW) is responsible for a section of existing gravity trunk sewer servicing the Melbourne central business district, Docklands, Port Melbourne and other adjacent areas, known as the Melbourne Main Sewer (MMS). MW has determined that the 2.2 km long 110 year old sewer will not adequately service these areas into the future or provide the level of reliability needed. The Melbourne Main Sewer Replacement project (MMSR) involves the replacement of the MMS with a new gravity sewer main and six key manhole shafts, known as the Melbourne Main Reliever (MMR). The majority of the MMR sewer tunnel is situated south of the Yarra River and will be constructed using an earth pressure balance (EPB) tunnel boring machine (TBM) and will be lined with precast concrete segments. The tunnel will be 2.4 m internal diameter and will have a 1.8 m diameter glass fibre reinforced plastic (GRP) sewer pipe positioned within it. This project represents the first large-scale, modern, mechanised tunnel project in Melbourne's Yarra Delta Quaternary sediments. There is little precedence known to the authors of similar scale tunnelling projects in these particular geological units. During the recent detailed investigation and design stages of the project, significant effort has been spent on characterising the geotechnical conditions along the alignment and predicting the effects of the new tunnel on the existing environment. Some of the key design issues that have been identified and managed through the design process include short-term surface settlement due to tunnel excavation and the predicted effects on surface infrastructure, potential spalling of the steel fibre reinforced concrete segments under full TBM ram loads and tunnel lining design in geological units with highly variable stiffness. Construction of the new MMR sewer tunnel is expected to commence in mid-2008 with a capital cost of approximately 160 million dollars. Sewer system commissioning is scheduled for completion by early 2012.
机译:墨尔本水(MW)负责现有的重力行李箱下水道,服务墨尔本中央商务区,码头,墨尔本等邻近地区,称为墨尔本主要下水道(MMS)。 MW已经确定了2.2公里长110岁的下水道将不会充分地将这些地区提供给未来或提供所需的可靠性水平。墨尔本主要下水道更换项目(MMSR)涉及用新的重力下水道主和六个关键的人孔轴更换MMS,称为墨尔本主要的救济(MMR)。大多数MMR下水道隧道位于亚拉河以南,将使用地球压力平衡(EPB)隧道镗床(TBM)构建,并将衬有预制混凝土段。隧道的内径为2.4米,将有1.8米直径的玻璃纤维增​​强塑料(GRP)下水道。该项目代表了墨尔本Yarra Delta第四纪沉积物的第一个大型现代机械化隧道项目。在这些特定地质单位中类似规模隧道项目的作者已知的优先权。在最近的项目详细调查和设计阶段,已经花了大量努力,以表征沿着对齐和预测新隧道对现有环境的影响。通过设计过程所识别和管理的一些关键设计问题包括由于隧道挖掘和对表面基础设施的预测效果,钢纤维钢筋混凝土段的潜在剥落而导致的短期表面沉降,全TBM RAM负载和隧道地质单位的衬里设计具有高度可变刚度。预计新型MMR下水道隧道的建设将于2008年中期开始,资本成本约为1.6亿美元。下水道系统调试计划于2012年初完成。

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