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王爱国, 马巍, 吴志坚. 块石路堤冷却效果关键因素研究[J]. 岩土工程学报, 2011, 33(zk1): 211-215.
引用本文: 王爱国, 马巍, 吴志坚. 块石路堤冷却效果关键因素研究[J]. 岩土工程学报, 2011, 33(zk1): 211-215.
WANG Ai-guo, MA Wei, WU Zhi-jian. Key factors influencing cooling effect of block-stone embankment on frozen soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 211-215.
Citation: WANG Ai-guo, MA Wei, WU Zhi-jian. Key factors influencing cooling effect of block-stone embankment on frozen soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 211-215.

块石路堤冷却效果关键因素研究

Key factors influencing cooling effect of block-stone embankment on frozen soil foundation

  • 摘要: 通过对块石路堤 不同块石厚度及上覆砂砾石厚度结构情况下块石路基温度场模拟结果的分析,研究了路堤结构、块石内部温度、渗流瑞利数 Ra 、不同对流模式临界瑞利数 Ra c 的变化及其与路堤冷却效果的关系。结果表明,冬季块石层内空气对流模式是影响块石路堤冷却效果的最关键因素,以保证冬季块石层内空气形成对流模式( 1 , 1 )和( 2 , 1 )为主的路堤结构对路基具有最佳的冷却效果。该对流 模式下,冬季路堤块石层空气能与外界形成大的对流循环,使路基最有效吸收外界冷能,最大限度冷却。

     

    Abstract: By analyzing the simulated temperature field of frozen-soil foundation with embankment in different structures, the embankment cooling effect and some important factors and their relationship are studied. The factors include embankment structure, temperature in block-stone layer, convection Rayleigh number ( Ra) and the critical Rayleigh number ( Ra c ) of different convection patterns. The research results show that the air convection pattern of block-stone in winter is the most important key factors influencing the cooling effect of embankment, and the block-stone embankment structure in which the air convection patterns are mainly (1,1) and (2,1) in winter has the strongest cooling effect on frozen soil foundation.

     

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