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Estimation on the influence of uncertain parameters on stochastic thermal regime of embankment in permafrost regions

机译:多年冻土区不确定性参数对路基随机热力状态影响的估算

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摘要

For embankments in permafrost regions, the soil properties and the upper boundary conditions are stochastic because of complex geological processes and changeable atmospheric environment. These stochastic parameters lead to the fact that conventional deterministic temperature field of embankment become stochastic. In order to estimate the influence of stochastic parameters on random temperature field for embankment in permafrost regions, a series of simulated tests are conducted in this study. We consider the soil properties as random fields and the upper boundary conditions as stochastic processes. Taking the variability of each stochastic parameter into account individually or concurrently, the corresponding random temperature fields are investigated by Neumann stochastic finite element method. The results show that both of the standard deviation under the embankment and the boundary increase with time when considering the stochastic effect of soil properties and boundary conditions. Stochastic boundary conditions and soil properties play a different role in random temperature field of embankment at different times. Each stochastic parameter has a different effect on random temperature field. These results can improve our understanding of the influence of stochastic parameters on random temperature field for embankment in permafrost regions.
机译:对于多年冻土地区的路堤,由于复杂的地质过程和多变的大气环境,土壤特性和上边界条件是随机的。这些随机参数导致了传统的确定性路堤温度场变得随机的事实。为了估算多年冻土区路堤随机参数对随机温度场的影响,本研究进行了一系列模拟试验。我们将土壤属性视为随机场,将上边界条件视为随机过程。分别或同时考虑每个随机参数的变异性,采用诺伊曼随机有限元方法研究了相应的随机温度场。结果表明,考虑土性和边界条件的随机效应,路堤下的标准偏差和边界都随时间增加。随机边界条件和土壤特性在不同时间对路堤随机温度场的作用不同。每个随机参数对随机温度场都有不同的影响。这些结果可以改善我们对随机参数对多年冻土区路堤随机温度场影响的理解。

著录项

  • 来源
    《Heat and mass transfer》 |2017年第3期|1113-1122|共10页
  • 作者单位

    State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China,School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China;

    State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China;

    State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China;

    State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China;

    School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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