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In-situ experimental and numerical investigation on the cooling effect of a multi-lane embankment with combined crushed-rock interlayer and ventilated ducts in permafrost regions

机译:多年冻土区碎石夹层与通风管道结合的多车道路堤降温效果的原位试验与数值研究

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摘要

For the multi-lane expressway embankment constructed in permafrost regions, the width is always over 20 m and asphalt-concrete pavement is adopted, both of which would largely increase the heat absorption of underlying permafrost compared with ordinary highway embankment The increased heat absorption would result in more severe warming and thawing in underlying permafrost and threat the stability of the embankment. So, traditional cooling measures would not be effective enough to protect the underlying permafrost or to ensure the thermal stability of multi-lane expressway embankment. Based on this, a combined cooling measure composed of crushed-rock interlayer and ventilated ducts at its top was presented by the authors, the cooling mechanism of which was validated under laboratory condition. However, it is of necessity to further investigate the cooling effect of the new combined cooling measure under actual condition and its long-term cooling effect under global warming background. In this study, firstly, the observed temperature data from an in-situ test embankment of the new combined cooling measure were collected and analyzed. The observed data illustrated that the new cooling measure was effective in protecting underlying permafrost under actual condition of the Qinghai-Tibetan Plateau. Secondly, a numerical model was validated by the in-situ test data. Finally, the temperature distributions of ordinary multi-lane embankment, multi-lane embankment with crushed-rock interlayer and multi-lane embankment with combined crushed-rock interlayer and ventilated ducts after 20 years of construction were numerically simulated under global warming background. According to the numerical study result, the long-term cooling effect of single crushed-rock in multi-lane embankment was limited. After the ventilated ducts were added at the top of the crushed-rock interlayer, the cooling effect was greatly enhanced and was effective enough to protect the underlying permafrost. (C) 2014 Elsevier B.V. All rights reserved.
机译:在多年冻土区建设的多车道高速公路路堤,宽度始终超过20 m,并采用沥青混凝土路面,与普通公路路堤相比,这两种方式都会大大增加下层多年冻土的热吸收。潜在的永久冻土中更严重的变暖和解冻会威胁到路堤的稳定性。因此,传统的冷却措施不足以保护下面的多年冻土或确保多车道高速公路路堤的热稳定性。基于此,作者提出了由碎石夹层和顶部通风管组成的组合冷却措施,并在实验室条件下验证了其冷却机理。但是,有必要进一步研究新组合冷却措施在实际条件下的冷却效果以及在全球变暖背景下的长期冷却效果。在这项研究中,首先,收集并分析了新组合冷却措施的现场测试路堤的观测温度数据。观测资料表明,在青藏高原实际条件下,新的降温措施可以有效地保护潜在的多年冻土。其次,通过现场测试数据验证了数值模型。最后,在全球变暖背景下,对20年施工后普通多车道路堤,碎石夹层多路堤和碎石夹层与通风管道组合的多路堤的温度分布进行了数值模拟。根据数值研究结果,单碎石在多车道路堤中的长期冷却效果受到限制。在碎石夹层的顶部添加通风管道后,冷却效果大大增强,并且足以保护下面的永久冻土。 (C)2014 Elsevier B.V.保留所有权利。

著录项

  • 来源
    《Cold regions science and technology》 |2014年第augaase期|97-105|共9页
  • 作者单位

    CCCC First Highway Consultants Co LTD, Key Lab Highway Construct & Maintenance Technol, Permafrost Reg Minist Transport, Xian 710065, Peoples R China;

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

    CCCC First Highway Consultants Co LTD, Key Lab Highway Construct & Maintenance Technol, Permafrost Reg Minist Transport, Xian 710065, Peoples R China;

    CCCC First Highway Consultants Co LTD, Key Lab Highway Construct & Maintenance Technol, Permafrost Reg Minist Transport, Xian 710065, Peoples R China;

    CCCC First Highway Consultants Co LTD, Key Lab Highway Construct & Maintenance Technol, Permafrost Reg Minist Transport, Xian 710065, Peoples R China;

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

    Crushed-rock interlayer; Ventilated duct; In-situ test; Cooling effect; Multi-lane embankment; Global warming;

    机译:碎石夹层;通风管道;原位测试;冷却效果;多车道路堤;全球变暖;
  • 入库时间 2022-08-17 13:46:47

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