土壤冻浪的数值预测:冰透镜启动标准的作用

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Geotechnics Pub Date : 2024-10-21 DOI:10.1016/j.compgeo.2024.106833
Jinfeng Li , Zili Wang , Jidong Teng , Sheng Zhang
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引用次数: 0

摘要

冰透镜起始标准是一项关键的力学性能,对于研究冻浪中水与热传输机制之间的相互作用至关重要。由于冰透镜成冰现象的复杂性,冰透镜成冰标准因不同的理论模型而异,难以统一评价。为了研究冰形成标准的复杂物理机制,提出了一个统一的理论模型来模拟四种常用标准(中性应力标准、解冻水膜标准、孔隙冰压力标准和经验含水量标准)的冰形成过程。通过研究四种不同土壤性质下的冻胀、冰透镜分布和冻胀率,研究了不同评估的物理机制。研究结果表明,中性应力标准比目前行之有效的冰透镜形成标准更准确、更稳定。此外,研究还揭示了孔隙冰压力与未冻结水膜之间的显著相似性。由于缺乏可靠的物理基础,经验含水量容易出现重大误差。
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Numerical prediction of frost heave in soils: The role of the ice lens initiation criterion
The criterion of ice lens initiation is a critical mechanical property that is essential for investigating the interactions between water and heat transport mechanisms in frost heave studies. Owing to the complexity of the ice lens initiation phenomenon, the criterion of ice lens initiation varies depending on different theoretical models, which makes uniform evaluation difficult. To investigate the intricate physical mechanism of the ice formation criterion, a unified theoretical model is proposed to simulate the ice formation process of four commonly used criteria (the neutral stress criterion, unfrozen water film criterion, pore ice pressure criterion and empirical water content criterion). The physical mechanisms of the different assessments are investigated by studying the frost heave, ice lens distribution and frost heave rate for four different soil properties. The results indicate that the neutral stress criterion is more accurate and stable for ice formation than the current well-established criterion for ice lens initiation. Furthermore, the study reveals significant similarities between the pore ice pressure and the unfrozen water film. The empirical water content is prone to significant errors because of the absence of a reliable physical basis.
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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