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王小军, 米维军, 武小鹏, 魏永梁. 青藏铁路多年冻土区路堤人为上限的主要影响因素分析研究[J]. 岩土工程学报, 2010, 32(8).
引用本文: 王小军, 米维军, 武小鹏, 魏永梁. 青藏铁路多年冻土区路堤人为上限的主要影响因素分析研究[J]. 岩土工程学报, 2010, 32(8).
Main factors influencing artificial upper table for embankment of Qinghai-Tibet railway in permafrost region[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(8).
Citation: Main factors influencing artificial upper table for embankment of Qinghai-Tibet railway in permafrost region[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(8).

青藏铁路多年冻土区路堤人为上限的主要影响因素分析研究

Main factors influencing artificial upper table for embankment of Qinghai-Tibet railway in permafrost region

  • 摘要: 结合青藏铁路实际工程及有关测试数据的研究结果表明:青藏铁路多年冻土区路堤人为上限的主要影响因素依次为气温与年平均地温、填料类别、路堤高度、坡向与风、施工季节等。气温对路堤人为上限的影响是通过路堤表面温度的向下传播实现的;年平均地温作为一个冷源,在下方自下而上对人为上限也起着一定的影响作用。粗颗粒土作为填料可以满足路堤人为上限抬升的基本传热学条件;合理高度范围内,路堤高度与人为上限抬升值之间正相关;东西走向的路堤易于形成上凸型不对称的人为上限,南北走向的路堤易于形成上凸型对称的人为上限。暖季施工的路堤在基底地层中形成了高温夹层,影响了路堤地温场的恢复。

     

    Abstract: The research results based on Qinghai-Tibet railway project and relevant test data indicate that the main factors, which influence the artificial upper table for embankment of Qinghai-Tibet railway in permafrost region, are in turn the temperature, the mean annual ground temperature, the fill type, the embankment height, the slope orientation and wind, and the construction season, etc. The temperature affects the artificial permafrost table through the downward dissemination of embankment surface temperature. The mean annual ground temperature as a cold source underneath is also playing a certain role in it from bottom to top. The coarse-grained soil as embankment fill can meet the basic condition of heat transfer theory to uplift artificial permafrost table. It is a positive correlation between the embankment height and the uplift value of artificial permafrost table in a reasonable range of height. The embankment, which runs from east to west, easily forms an increasing asymmetrical artificial permafrost table, but which runs from north to south, easily forms an increasing symmetrical one. The high temperature interlayer has been formed in basement strata of the embankment constructed during the warm season. It affects the restoration of embankment ground temperature field.

     

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