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Three-dimensional frost heave evaluation based on practical Takashi's equation

机译:基于实用高氏方程的三维冻胀评估

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摘要

Frost heave is the main cause of damage to structures in cold regions. To predict frost heave, various researches have been conducted, including evaluation of its theoretical mechanism, derivation of practical estimation equations, and large-scale experiments. Most of the currently available practical prediction methods are derived for one-dimensional frost heave and a large amount of valuable experimental data have been accumulated. However, one-dimensional analysis might not provide adequate information regarding complicated engineering situations. Therefore, three-dimensional frost heave analysis, is required urgently. While planning to extend the original-one-dimensional practical equations to three-dimensional space, the first issue encountered is how to deal with frost heave distribution. To solve this issue, authors have proposed a simple but effective method to allocate frost heave ratio to multiple dimensions. In this study, the practical Takashi's equation, derived from numerous one-dimensional indoor frost heave tests, is adopted as the theoretical foundation for frost heave estimation. This equation can predict the frost heave ratio in the freezing direction based on the freezing rate and constraining stress in the freezing direction. To obtain these two factors, we combine thermal and mechanical analyses by using a finite element method. In addition, with regard to the frost heave distribution in frozen soil, an anisotropic parameter 13 is proposed to distribute the frost heave ratio in the freezing direction and its transverse directions. By adjusting the value of this parameter, a numerical simulation can be made to reflect the actual situation well. Based on this assumed parameter, an indoor frost heave test is performed and an assumed example is considered and discussed. The applicability of the proposed method in three-dimensional space is demonstrated, and the physical meaning of the anisotropic parameter is discussed. This method can extend the applicability of most one-dimensional practical methods for evaluating frost heave in three-dimensional space. (C) 2015 Elsevier B.V. All rights reserved.
机译:冻胀是寒冷地区结构损坏的主要原因。为了预测霜冻起伏,已经进行了各种研究,包括对其理论机理的评估,实用估计方程的推导以及大规模实验。大多数当前可用的实用预测方法是针对一维霜冻而推导的,并且已经积累了大量有价值的实验数据。但是,一维分析可能无法提供有关复杂工程情况的足够信息。因此,迫切需要三维霜冻分析。在计划将原始一维实用方程扩展到三维空间时,遇到的第一个问题是如何处理冻胀分布。为了解决这个问题,作者提出了一种简单而有效的方法来将冻胀比分配给多个维度。在这项研究中,从众多的一维室内霜冻试验中得出的实用Takashi方程被用作霜冻估算的理论基础。该方程式可以基于冻结率和冻结方向上的应力来预测冻结方向上的冻胀率。为了获得这两个因素,我们通过有限元方法将热分析和机械分析结合起来。另外,关于冻土中的冻胀分布,提出了各向异性参数13以在冻融方向及其横向上分配冻胀率。通过调整该参数的值,可以进行数值模拟以很好地反映实际情况。基于该假定参数,进行室内霜冻试验,并考虑和讨论假定示例。证明了该方法在三维空间中的适用性,并讨论了各向异性参数的物理意义。该方法可以扩展大多数一维实用方法在三维空间中霜冻沉陷评估的适用性。 (C)2015 Elsevier B.V.保留所有权利。

著录项

  • 来源
    《Cold regions science and technology》 |2015年第10期|30-37|共8页
  • 作者单位

    Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Gansu, Peoples R China|Hokkaido Univ, Fac Engn, Kita Ku, Sapporo, Hokkaido 0608628, Japan;

    Hokkaido Univ, Fac Engn, Kita Ku, Sapporo, Hokkaido 0608628, Japan;

    Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Gansu, Peoples R China;

    Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Gansu, Peoples R China;

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

    Frost heave; Takashi's equation; Three-dimensional analysis; Anisotropic distribution;

    机译:冻胀;Takashi方程;三维分析;各向异性分布;
  • 入库时间 2022-08-17 13:46:20

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