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Thermal regime of conventional embankments along the Qinghai-Tibet Railway in permafrost regions

机译:多年冻土区青藏铁路沿线常规路堤的热力状态

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摘要

Thermal regime of conventional embankments (CEs) was investigated by compiling ground temperature data from 13 monitoring sites along the Qinghai-Tibet Railway in permafrost regions. The investigation included shallow ground temperatures within embankment, variations of permafrost table and dynamic changes of deep permafrost temperature beneath embankment. The results indicated that the shallow ground temperatures within two embankment shoulders differed from each other; the difference at depth of 50 cm was less than 1℃ in warm seasons but more than 2.7℃ in cold seasons. Statistic analyses of permafrost table variations beneath CEs confirmed existence of a reasonable height range of CE in regions with mean annual ground temperature (MAGT)< -0.6 to -0.7℃. When the height of CE lay in the range, underlying permafrost tables all had obvious upward movements and could be maintained well with time. By contrast, in regions with MAGT> -0.6℃, permafrost tables either declined (beneath sunny shoulders) or maintained near original level (beneath shady shoulders) at majority sites no matter what the height of CE was. As these permafrost tables were not stable; ground temperatures near them increased slowly with time. Analyses of ground temperature profiles indicated that the deep permafrost beneath CEs all warmed in the contexts of climate warming and construction activities, and this warming trend was more pronounced in warm permafrost regions. Supra-permafrost talik developed and/or permafrost degraded from both permafrost table and permafrost base beneath embankment at some sites with MAGT> -0.5℃.
机译:通过汇总多年冻土区青藏铁路沿线13个监测点的地面温度数据,研究了常规路堤的热态。调查包括路堤内的浅层地面温度,多年冻土表的变化以及路堤下方深层多年冻土温度的动态变化。结果表明,两个路堤肩部的浅层地面温度互不相同。暖季50 cm深度差小于1℃,而冷季大于2.7℃。 CEs以下多年冻土表变化的统计分析证实,在年平均地面温度(MAGT)<-0.6至-0.7℃的地区,CE存在合理的高度范围。当CE的高度在该范围内时,下面的多年冻土台面都具有明显的向上运动,并且可以随时间保持良好状态。相比之下,在MAGT> -0.6℃的地区,无论CE的高度如何,多数地点的多年冻土台要么下降(在阳光明媚的肩膀下方),要么保持接近原始水平(在阴暗的肩膀下方)。由于这些多年冻土表不稳定。它们附近的地面温度随时间缓慢升高。地面温度剖面分析表明,在气候变暖和建筑活动的背景下,CEs下方的深层多年冻土层均变暖,而这种变暖趋势在温暖的多年冻土区更为明显。在MAGT> -0.5℃的某些地方,路基下方的多年冻土台和多年冻土基上都发育了多年冻土滑石和/或退化了多年冻土。

著录项

  • 来源
    《Cold regions science and technology》 |2012年第1期|p.123-131|共9页
  • 作者单位

    State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China;

    State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China;

    State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China;

    State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China;

    State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China;

    State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China,No.1 Hydrogeology & Engineering Geology Exploration Team of Xinjiang Geology & Mineral Bureau, Urumqi 830091, China;

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

    thermal regime; conventional embankment; reasonable embankment height; permafrost regions; qinghai-tibet railway;

    机译:热态常规路堤;合理的路堤高度;多年冻土区青藏铁路;

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