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Thermal Stabilization of Embankments Built on Thaw-Sensitive Permafrost

机译:在解冻敏感的永久冻土的堤防热稳定

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摘要

As a result of climate change and design techniques poorly adapted to permafrost conditions, thermal degradation of permafrost underneath transportation infrastructure is leading to infrastructure instability and increasing maintenance costs. Thermal stabilization methods were developed to counter the effects of permafrost degradation; however, little information on the design procedures is available. The objective of this paper was to describe the development of two rational design methods and to present several design charts developed using numerical simulations, to assist the designers in thermal stabilization of embankments built on thaw-sensitive permafrost. Thermal models were built based on specific field sites and well calibrated to the measured temperature data. The charts were validated using additional data in Yukon and Nunavik, Canada, to improve their robustness and their reliability. Design charts were developed for promising mitigation techniques, including gentle side slopes, high-albedo surfaces, air convection embankments (ACEs), and heat drains.
机译:由于气候变化和设计技术适应多年冻土条件,运输基础设施下方的永久冻土的热降解导致基础设施不稳定和增加维护成本。开发了热稳定方法以对抗多年冻土降解的影响;但是,有关设计程序的信息很少。本文的目的是描述两个合理设计方法的开发,并以使用数值模拟的若干设计图表,以帮助设计人员在解冻敏感永久冻土的堤防热稳定中。基于特定现场网站构建热模型,良好地校准到测量的温度数据。图表在育空和加拿大努纳维克的额外数据进行了验证,以提高其稳健性及其可靠性。为有前途的缓解技术开发了设计图表,包括柔和的侧倾,高反线机表面,空气对流堤(ACE)和热排水管。

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