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A field embankment test along the Gonghe-Yushu Expressway in the permafrost regions of the Qinghai-Tibet Plateau

机译:青藏高原多年冻土区共和-玉树高速公路沿岸路堤试验

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摘要

Cooling technologies adapting to expressway embankment in permafrost regions have been drawing increasing attention due to its greater permafrost degradation risk; however, none of them has been put into practice. In adaption to the main permafrost-associated challenges of the construction of the Gonghe-Yushu Expressway (GYE) embankment, some new combined cooling technologies were presented. In order to investigate the cooling performance of the newly-presented combined cooling technologies under the conditions of warm and degrading permafrost and wide expressway embankment, an 8.06 km long field embankment WA was built along the GYE. In this paper, the configuration and in-situ monitoring systems of 2 newly-presented combined cooling technologies were introduced. Then the working state and cooling performances of the cooling technologies were analyzed through field monitoring data. The first 3 years' monitoring data showed that the ventilation slab (VS) and the heat-induced pavement (HIP) prolonged the lasting period of the natural convection inside the crushed-rock layer (CRL) respectively through decreasing the temperature at CRL top. The CRL embankment, the VS-CRL embankment and the HIP-CRL embankment performed efficiently in preventing an intense permafrost thawing. The field embankment test is expected to supply technical support for construction of other expressways in permafrost regions.
机译:由于多年冻土的退化风险更大,因此适用于多年冻土地区高速公路路堤的冷却技术引起了越来越多的关注。但是,它们都没有付诸实践。为了适应共和-玉树高速公路(GYE)路堤的主要永久冻土挑战,提出了一些新的组合冷却技术。为了研究新提出的联合冷却技术在多年冻土变质和高速公路路堤宽大的条件下的冷却性能,在GYE上建造了一个8.06 km长的野外路堤WA。本文介绍了两种最新提出的联合冷却技术的配置和现场监控系统。然后通过现场监测数据分析了制冷技术的工作状态和制冷性能。前三年的监测数据表明,通风板(VS)和热致路面(HIP)通过降低CRL顶部温度来分别延长碎石层(CRL)内部自然对流的持续时间。 CRL路堤,VS-CRL路堤和HIP-CRL路堤在防止强烈的多年冻土融化方面表现出色。预计路堤路测将为多年冻土地区的其他高速公路建设提供技术支持。

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