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Thermal stabilization of duct-ventilated railway embankments in permafrost regions using ripped-rock revetment

机译:裂隙岩石护坡对多年冻土区管道通风铁路路堤的热稳定

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摘要

Duct-ventilated railway embankment (DVE) is relatively effective at preserving underlying permafrost under the current climatic conditions. To increase its capacity to adapt to climate warming, a ripped-rock revetment was added to the DVE. To evaluate the effectiveness in cooling of different embankment treatments, long-term insitu soil temperature data were collected from eight experimental embankment sections along the Qinghai-Xizang Railway in the Beiluhe region between 2002 and 2012. Analysis of these soil temperatures shows that the addition of the ripped-rock revetment is effective in improving the cooling capacity of the DVE, enhancing the thermal stability of both the embankment body and the underlying permafrost. Soil temperature in the overall embankment decreases about 0.5-1.0 degrees C, the temperature of the underlying permafrost decrease, the artificial permafrost table is further raised, and average range for cooling effect gets further enlarged under the joint effect of ventilated ducts and ripped-rock revetment. What is more, this cooling effect of embankments with low-positioned ducts is greater than that with high-positioned ducts. Besides, cooling effect is greater for ducts with a diameter of 30 cm coupled with ripped-rock revetment than that of 40 cm. Another positive outcome of this reinforcement is the greater restriction in the temperature difference between the sunny and shady embankment shoulders, especially for the embankments with low-positioned ducts or with a diameter of 30 cm. Therefore, implementation of ripped-rock revetment is recommended for duct-ventilated embankments, particularly for embankments where high-positioned ducts are present. (C) 2015 Elsevier B.V. All rights reserved.
机译:在目前的气候条件下,风管通风的铁路路堤(DVE)在保护潜在的多年冻土方面相对有效。为了提高其适应气候变暖的能力,DVE中增加了裂石护坡。为了评估不同路堤处理方法的降温效果,从2002年至2012年期间,从北he河地区青藏铁路沿线的8个试验路堤段收集了长期的原位土壤温度数据。翻石护坡可有效改善DVE的冷却能力,增强路堤主体和下层永久冻土的热稳定性。整个路堤的土壤温度降低约0.5-1.0摄氏度,底层多年冻土的温度降低,人工多年冻土台面进一步升高,在通风管道和裂隙岩石共同作用下,冷却效果的平均范围进一步扩大护岸。而且,低位管道的路堤的冷却效果要比高位管道的路堤的冷却效果更大。此外,直径为30 cm并带有碎石护坡的风管的冷却效果要比40 cm的大。这种加固的另一个积极成果是,在晴天和阴凉路堤路肩之间的温差受到更大的限制,特别是对于导管位置低或直径为30 cm的路堤。因此,建议对风管通风的路堤,尤其是存在高风道的路堤,实施裂石护岸。 (C)2015 Elsevier B.V.保留所有权利。

著录项

  • 来源
    《Cold regions science and technology》 |2015年第12期|145-152|共8页
  • 作者单位

    Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Environm & Engn Res Inst, Lanzhou 730000, Peoples R China|Univ Chinese Acad Sci, Sch Resources & Environm, Beijing 100049, Peoples R China;

    Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Environm & Engn Res Inst, Lanzhou 730000, Peoples R China|Chinese Acad Sci, Cold & Arid Environm & Engn Res Inst, Beiluhe Observat Stn Frozen Soil Environm & Engn, Lanzhou 730000, Peoples R China;

    Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Environm & Engn Res Inst, Lanzhou 730000, Peoples R China|Chinese Acad Sci, Cold & Arid Environm & Engn Res Inst, Beiluhe Observat Stn Frozen Soil Environm & Engn, Lanzhou 730000, Peoples R China;

    Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Environm & Engn Res Inst, Lanzhou 730000, Peoples R China|Chinese Acad Sci, Cold & Arid Environm & Engn Res Inst, Beiluhe Observat Stn Frozen Soil Environm & Engn, Lanzhou 730000, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Qinghai-Xizang Railway; Duct-ventilated embankment; Ripped-rock revetment; Artificial permafrost table; Cooling effects;

    机译:青藏铁路;管道通风路堤;裂石护坡;人工冻土台;冷却效果;
  • 入库时间 2022-08-17 13:46:22

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