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Protection of Tunnels in their Future Environment

机译:在未来环境中保护隧道

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It is well understood that designers and constructors must protect the existing surroundings of tunnel construction, particularly in the selection of excavation methods, ground support and waterproofing systems. However, while this can readily address the existing conditions, the tunnel owner and the designers need to consider the changes that are likely to occur during the life of the tunnel. It is typical for transport infrastructure to have a design life of at least a century. While the effects of constructing the tunnel on its surroundings are a short-term effect, the converse case, the protection of the tunnel, and the need to maintain its integrity, will affect developments over and adjacent to the tunnels beyond the foreseeable future. Decisions made during the design phase have the potential either to facilitate development or to hinder it for the long term. Examples principally from Australia, New Zealand, Singapore and Hong Kong show that the provision for future development is addressed in different ways. These have ranged from making no specific provision, putting the onus onto developers to ensure that the tunnels are not affected adversely, to including a loading allowance for future development in the performance specification or contract documents for a tunnel project. These two contrasting approaches have strong points and risks. A highly prescriptive definition of permissible loadings around the tunnel can provide unambiguous guidance for the approving authority and the developer, but runs the risk of being overly conservative to allow for all the envisaged works, while still missing a detrimental combination of effects that theoretically complies with the specified requirements. In contrast, a general requirement to not cause detriment is open to interpretation and potentially difficult negotiations to reach agreement between the tunnel owner/operator and developer and finally the appointed contractor (probably with no contractual relationship with the tunnel owner). In practice, a combination of prescriptive and performance requirements is likely to provide the optimum combination of clarity and flexibility. The author provides examples and recommendations on how such provisions could be structured.
机译:众所周知,设计人员和构造函数必须保护现有的隧道结构环境,特别是在选择挖掘方法,地面支撑和防水系统方面。然而,虽然这可以很容易地解决现有条件,但隧道所有者和设计者需要考虑在隧道寿命期间可能发生的变化。运输基础设施的典型是至少一个世纪的设计生活。虽然构建隧道在周围环境上的影响是短期效果,但隧道的保护,隧道的保护以及保持其完整性的必要性会影响到超出可预见的未来之外的隧道的发展。在设计阶段进行的决定具有促进发展或长期阻碍它的潜力。示例主要来自澳大利亚,新西兰,新加坡和香港展示了未来发展的规定以不同的方式解决。这些都没有于做出任何具体的规定,将责任放在开发人员上,以确保隧道不对影响不利,以便在隧道项目的绩效规范或合同文件中加载津贴。这两种对比方法具有很强的积分和风险。隧道周围允许的负荷的高度规范性定义可以为批准的权限和开发人员提供明确的指导,但是允许过于保守的风险允许所有设想的作品,同时缺少理论上遵守的效果的有害结合指定的要求。相反,不一般的要求,不利于事业是开放的解释和隧道业主/运营商和开发商,最后指定搭建商(可能与隧道业主没有合同关系)之间达成协议可能艰难的谈判。在实践中,规定性和性能要求的组合可能提供清晰度和灵活性的最佳组合。作者提供了关于如何构建此类规定的示例和建议。

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