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吴青柏, 于晖, 蒋观利, 刘永智. 青藏铁路块石护坡温度场及路基冷却作用机理分析[J]. 岩土工程学报, 2008, 30(7): 1011-1016.
引用本文: 吴青柏, 于晖, 蒋观利, 刘永智. 青藏铁路块石护坡温度场及路基冷却作用机理分析[J]. 岩土工程学报, 2008, 30(7): 1011-1016.
WU Qingbai, YU Hui, JIANG Guanli, LIU Yongzhi. Analysis of temperature features within crushed rock revetment and cooling mechanism of embankments for the Qinghai-Tibet Railway[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(7): 1011-1016.
Citation: WU Qingbai, YU Hui, JIANG Guanli, LIU Yongzhi. Analysis of temperature features within crushed rock revetment and cooling mechanism of embankments for the Qinghai-Tibet Railway[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(7): 1011-1016.

青藏铁路块石护坡温度场及路基冷却作用机理分析

Analysis of temperature features within crushed rock revetment and cooling mechanism of embankments for the Qinghai-Tibet Railway

  • 摘要: 主要通过非正线实体工程试验段块石护坡层内热量传递过程监测,对块石护坡结构冷却路基的作用机理进行研究。研究结果表明,块石护坡结构具有隔热保温和空气自然对流效应。随着气候条件昼夜温差和季节性温度变化,块石护坡层内隔热保温和自然对流效应表现出了昼夜、季节性交替组合过程,这一交替组合过程引起了块石护坡层内热量传递过程变化,从而影响块石护坡下部多年冻土热状态。路基下部土体热状态分析表明,块石护坡结构能够有效地降低路基下部土体温度。

     

    Abstract: The cooling mechanism of crushed rock revetment of embankment was studied by monitoring the heat transfer in crushed rock layers of revetment at the experimental sections.It was shown that the effect of thermal insulation and natural convection could be occurred in crushed rock layers of revetment.With daily variation and seasonal variation of air temperatures,the combining processes of daily and seasonal variation were shown in the effect of thermal insulation and natural convection in crushed rock layers of revetment.As a consequence,the variation of heat transfer processes in crushed rock layers of revetment results in the variation of permafrost thermal regime under embankments.It was shown by the thermal regime of soil under crushed rock revetment of embankments that the crushed rock revetment could effectively reduce the soil temperature under embankments.

     

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