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Experimental and numerical investigation on the sunny-shady slopes effect of three cooling embankments along an expressway in warm permafrost region, China

机译:中国温暖永久冻土地区三个冷却堤阳光阴凉斜坡效应的实验与数值调查

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摘要

Subgrade diseases caused by temperature differences of sunny-shady slope seriously threaten the safe operation of highways or railways in permafrost regions. This study analyzes the transverse thermal characteristics of different soil layers for three different cooling embankments based on temperature data collected from the newly constructed Gonghe-Yushu Expressway. The complex causes of differential temperature fields in warm permafrost regions are then investigated. Three-dimensional heat transfer models are established for each cooling embankment and used to predict the long-term transverse thermal characteristics of the embankments. On the basis of the study, optimized engineering measures are proposed to mitigate the transverse ground temperature difference between the slopes. Results demonstrate that the temperature differences between the sunny and shady sides for all three cooling embankments are greater than 0 degrees C. The underlying permafrost displays a warming trend which can be understood to be increasing under the effect of climate warming. Ventilated embankment with insulation and crushed rock proved the most effective in decreasing transverse thermal differences. These findings provide important technical references for the future construction and operational safety of expressway in warm permafrost regions.
机译:由阳光阴影的温差差异引起的路基疾病严重威胁着永久冻土地区的高速公路或铁路的安全运行。本研究分析了基于新建的沟玉树高速公路中收集的温度数据,对三种不同冷却路堤不同土壤层的横向热特性。然后研究了温热冻土区中差分温度场的复杂原因。为每个冷却路堤建立三维传热模型,并用于预测堤防的长期横向热特性。在研究的基础上,提出了优化的工程措施来减轻斜坡之间的横向磨碎温度差异。结果表明,所有三个冷却路堤的阳光和阴暗侧之间的温度差异大于0℃。底层的永久冻土显示了升温趋势,这可以理解为在气候变暖的影响下增加。具有绝缘和压碎岩石的通风路堤证明了最有效地降低横向热差异。这些调查结果为温热冻土地区的高速公路未来建设和运营安全提供了重要的技术参考。

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