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Laboratory investigation on the cooling effect of crushed-rock interlayer embankment with ventilated ducts in permafrost regions

机译:多年冻土区通风管道碎石夹层路堤降温效果室内研究

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摘要

The engineering construction in permafrost regions would cause warming, even thaw of permafrost. This would bring thaw settlement damage and even failure to railway/highway embankments by exerting great influence on the embankment stability. Some traditional cooling measures have been proved to be effective on ensuring the thermal stability of embankment in the construction of the Qinghai-Tibet Railway. However, these cooling measures are applicable to the embankment of ordinary width, and would be unable to protect the underlying permafrost and ensure the stability of the high-grade highway embankment with multi-lane pavement. Due to the great heat intake caused by the asphalt-concrete pavement and a higher standard on settlement and uneven deformation, the permafrost problem is even more serious for high-grade highways of large-width than that for highway of ordinary width. To solve this new permafrost problem, traditional cooling measures should be either reinforced or combined.Iin this study, a new approach of a joint cooling measure consisting of crushed-rock interlayer and ventilated ducts was presented. A laboratory test was carried out to preliminarily investigate the effect of the new cooling measure. In the test, the temperature characteristics of two crushed-rock interlayer embankments with and without ventilated ducts are compared. The test results showed that the crushed-rock interlayer performed a more efficient cooling effect when the ventilated ducts are added than that when they are not added. The effect is direct: the performance of the ventilated ducts decreased the upper boundary temperature of the crushed-rock interlayer, and consequently enhanced its natural convection and cooling effect. Therefore, the crushed-rock interlayer embankment with ventilated ducts has a good cooling effect to the underlying permafrost, and should be recommended in the construction of large-width highways in permafrost regions.
机译:多年冻土地区的工程建设会导致变暖,甚至使永久冻土融化。通过对路堤的稳定性产生很大的影响,这将给铁路/高速公路路堤带来融化的破坏甚至破坏。在青藏铁路建设中,一些传统的冷却措施已被证明对确保路堤的热稳定性有效。然而,这些冷却措施适用于普通宽度的路堤,并且将无法保护下方的多年冻土并无法确保多车道路面的高等级公路路堤的稳定性。由于沥青混凝土路面所产生的大量热量,以及更高的沉降和不均匀变形标准,对于大宽度的高等级公路,多年冻土问题比普通宽度的公路更为严重。为了解决这个新的多年冻土问题,应该加强或结合传统的冷却措施。在这项研究中,提出了一种新的方法,即由碎石夹层和通风管道组成的联合冷却措施。进行了实验室测试,以初步研究新冷却措施的效果。在试验中,比较了两个有通风管道和没有通风管道的碎石夹层路堤的温度特性。试验结果表明,加入通风管道比不加入通风管道时,碎石夹层具有更好的冷却效果。效果是直接的:通风管道的性能降低了碎石夹层的上限温度,因此增强了其自然对流和冷却效果。因此,带通风管道的碎石夹层路堤对下伏的多年冻土具有良好的冷却效果,应在多年冻土区的大宽度公路建设中推荐使用。

著录项

  • 来源
    《Cold regions science and technology》 |2010年第3期|136-142|共7页
  • 作者单位

    State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China;

    rnState Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China;

    State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China College of Physics Science and Engineering Technology, Yichun University, Yichun 336000, China;

    rnState Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China;

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

    crushed-rock interlayer embankment; ventilated duct; cooling effect; high-grade highway;

    机译:碎石夹层路堤;通风管道冷却效果高等级公路;

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