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Tunnelling under the Sydney Opera House - The Vehicle Access and Pedestrian Safety Project

机译:在悉尼歌剧院下的隧道 - 车辆通行和行人安全项目

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The original traffic arrangements for servicing the Sydney Opera House (SOH) necessitated that delivery vehicles share the open forecourt and boardwalk areas with visitors, complicating logistics and resulting in several pedestrian incidents per year. The Vehicle Access and Pedestrian Safety (VAPS) project resolves this conflict by diverting freight traffic via a cut-and-eover and mined tunnel into a new sublevel loading dock with access tunnels linking it to the existing SOH basement and ground level facilities. The design and construction of the tunnels are discussed with particular attention paid to the risks involved in excavating under a UNESCO World Heritage Listed site. The project was further complicated by low rock cover, high surcharge loads, a high horizontal stress regime, and a skewed, heavily loaded, 17 m span flat roof intersection between the main access tunnel and loading dock. Construction progress is discussed, with particular attention paid to excavation methods, ground support and comparisons between design assumptions and observations from the robust ground and structural instrumentation program.
机译:用于维修悉尼歌剧院(SOH)的原始交通安排需要交付车辆与游客共享开放式前院和木板走道区域,使物流复杂化并导致每年几个行人事件。车辆接入和行人安全(VAPS)项目通过将货运通过切割和Eover和Moded Tunnel转移到具有连接隧道的新的轿车加载码头来解决这种冲突,该隧道将其连接到现有的SOH地下室和地面设施。隧道的设计和构建是特别注意涉及在联合国教科文组织世界遗产上市网站下挖掘的风险。该项目通过低岩覆盖,高附加额度负荷,高水平应力制度和倾斜,重载,17米跨度平板屋顶交叉口的低岩盖,高附加额度负荷,高度加载,17米跨度平面屋顶交叉口。讨论了施工进度,特别注意了从强大的地面和结构仪表计划的设计假设和观察之间的开挖方法,地面支持和比较。

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