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Adfreeze Pile Design for Bridges along the Inuvik to Tuktoyaktuk Highway, Northwest Territories

机译:西北地区Inuvik到Tuktoyaktuk公路桥梁的防冻桩设计

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The Inuvik to Tuktoyaktuk Highway includes eight bridges. The 140 km route is underlain by continuous permafrost, much of it ice-rich. Bedrock is generally too deep to be accessed for foundation construction. Mean annual ground temperatures ranged from about -1.8℃ to -4.3℃ near proposed bridge locations. Adfreeze steel pipe piles, which are generally suited to relatively light sustained loads, were selected as the foundation type for the bridges. Bridge loads tend not to be light and there is not much precedent for the use of adfreeze piles as bridge foundations. There were two particular challenges for the pile designs in this application. Firstly, the strength of permafrost is time-dependent. Adfreeze piles are designed by assuming they will settle in creep under load. For these bridges, traffic live load was a high proportion of the overall foundation load. Permafrost has higher resistance to short-term loads than sustained loads, all else being equal. The short duration of individual traffic load events was considered to justify correspondingly high capacities for traffic loading. Second, the bridges are required to have a 75 year design life. Warming of the permafrost is anticipated in response to predicted climate warming. It is likely that at least some of the permafrost will approach the onset of thaw over the design life of the bridges. A strategy is being implemented to monitor ground temperature response and implement mitigative measures, if pile capacity is determined to be compromised in the future. This paper describes the design rationale, including an adaptive response to climate change using thermosyphons.
机译:从Inuvik到Tuktoyaktuk的公路包括八座桥梁。长达140公里的路线被连续多年冻土所覆盖,其中大部分都富含冰。基岩通常太深,无法进行基础施工。拟议桥梁位置附近的年平均地面温度在-1.8℃至-4.3℃之间。选择通常适用于相对较轻的持续荷载的防冻钢管桩作为桥梁的基础类型。桥梁荷载往往不轻,将防冻桩用作桥梁基础的先例并不多。在该应用中,桩的设计面临两个特殊的挑战。首先,多年冻土的强度与时间有关。防冻桩的设计是假设它们会在载荷作用下沉降。对于这些桥梁,交通活动荷载占基础总荷载的很大一部分。在其他所有条件相同的情况下,永久冻土对持续荷载的抵抗力要高于持续荷载。单个交通负荷事件的持续时间短,被认为足以证明具有相应的高负荷能力。其次,桥梁必须具有75年的设计寿命。预计永久冻土将变暖,以响应预计的气候变暖。在桥梁的设计寿命中,至少有一些永久冻土可能接近融化的开始。如果确定将来桩容量受到损害,则将实施一项策略来监视地面温度响应并采取缓解措施。本文介绍了设计原理,包括使用热虹吸管对气候变化的适应性响应。

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