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Fossil Creek Pedestrian Tunnel

机译:化石溪行人隧道

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The Fossil Creek Pedestrian Underpass was constructed through a 30-foot high Burlington Northern Santa Fe (BNSF) railroad embankment to serve pedestrian traffic in southern Fort Collins. The tunnel, located immediately south of Fossil Creek, was constructed by the installation of a hydraulically jacked, 14-foot diameter, steel casing pipe. Excavated materials encountered during construction included primarily lean clay embankment fill and a smaller percentage of underlying coarse alluvium. Tunnel excavation was performed with a mini-excavator within a shield, custom made for the project. Unique, arch walls approximately 20 feet in height constructed on a 25-foot radius supported railroad embankment and allowed for an approximately 40 percent decrease in tunnel length. Arch walls were constructed top down within the BNSF designated 'A-zone' requiring shored excavations. Temporary shoring was provided by flat sheet piles installed prior to arch wall construction. The 'arch' shape of embankment support portal walls economized quantities of steel and concrete and provided efficient construction. Laterally loaded, reinforced drilled shafts connected to each arch wall corner were designed to resisting horizontal earth and railroad live loads.
机译:化石溪人行地下通道是通过30英尺高的伯灵顿北部圣达菲(BNSF)铁路路堤建造的,用于为柯林斯堡南部的行人提供交通服务。该隧道位于化石溪以南,是通过安装直径14英尺的液压顶管钢管建造的。施工过程中遇到的开挖材料主要包括稀薄的粘土路堤填筑物和少量的底层粗冲积层。隧道开挖是在专为项目定制的盾构内使用小型挖掘机进行的。独特的拱形墙高约20英尺,位于25英尺半径的支撑路堤上,使隧道长度减少了约40%。拱墙是在BNSF指定的“ A区”内自上而下建造的,需要岸上挖掘。临时支撑由在建造拱墙之前安装的平板桩提供。路堤的“拱形”形状支撑了门户墙,从而节省了钢材和混凝土的数量,并提供了有效的施工方法。连接到每个拱壁拐角处的侧向受力钢筋钻孔轴设计用于抵抗水平的土和铁路活荷载。

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