非饱和土中冰透镜形成与冻胀的数值模拟

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Zili Wang, Jidong Teng, Satoshi Nishimura, Sheng Zhang, Daichao Sheng
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引用次数: 0

摘要

冻胀是一种典型的热-水-力耦合过程,对寒区基础设施造成重大威胁。冰透镜的形成与成长是理解冻胀过程的核心问题。但是这一过程在之前的研究中并没有得到很好的模拟。很难精确地模拟冰透镜的形成和在冻结过程中汽相的贡献。本研究提出了一种新的霜胀模型,该模型考虑了非饱和土壤中蒸汽迁移的影响,并在具有交互式用户界面的c++模拟程序中实现。该模型揭示了由于冷却梯度引起的周期性冻胀变化,并强调了低湿度条件下蒸汽对冰透镜形成的影响。它还证明了液体和蒸汽通量与含水量的相对重要性,其中蒸汽迁移在粗粒土的冻胀中起着关键作用。这些新发现为冻胀机制提供了新的见解,并挑战了传统的冰透镜形成标准。此外,该模型有效地简化了边界条件,提高了计算的稳定性和效率。这些进展可以改善冻胀预测,加深对土壤冻结机制的理解,为基础设施应用提供有价值的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical Modelling Ice Lens Formation and Frost Heave in Unsaturated Soils
Frost heave is a typical thermo‐hydro‐mechanical coupling process, which can lead to significant threats to the infrastructures in cold regions. The initiation and growth of ice lenses is the core issue to understand the process of frost heave. But this process has not been well modelled in previous studies. It is hard to accurately model the formation of ice lenses and the contribution of the vapour phase during the freezing process. This study presents a novel frost heave model that accounts for the effects of vapour migration in unsaturated soils, which is implemented in a C++ simulation programme with an interactive user interface. The model reveals periodic frost heave variations due to cooling gradients and highlights the impact of vapour on ice lens formation under low moisture conditions. It also demonstrates the relative importance of liquid and vapour fluxes with moisture content, with vapour migration playing a key role in frost heave in coarse‐grained soils. These new findings provide new insights into frost heave mechanisms and challenge traditional ice lens formation criteria. In addition, the model effectively simplifies boundary conditions and improves computational stability and efficiency. These advancements can improve frost heave prediction and deepen the understanding of soil freezing mechanisms, offering valuable insights for infrastructure applications.
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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