热机械耦合加载下饱和粘土非线性热固结的深入研究:统一的一维模型

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Mengmeng Lu, Jinxin Sun, Minjie Wen, Kang Yang, Kuo Li
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引用次数: 0

摘要

对粘性土的热-水-机械(THM)耦合响应进行评估,已成为热相关岩土工程中一个势在必行的研究重点。粘土在受到有效应力和温度变化的影响时,会表现出非线性的物理和机械行为。此外,土壤中的温度梯度会引起更多孔隙水迁移,从而产生显著的热渗效应。事实上,粘性土的热固结是一个复杂的 THM 耦合问题,但目前对其进行的理论研究仍不够深入。为此,我们提出了饱和粘土非线性热固结的一维数学模型,该模型全面考虑了加热和机械加载共同作用下的关键 THM 耦合特性。在当前模型中,非线性固结与传热过程之间的相互作用被捕捉到了。通过考虑传导、平流和热力学分散,研究了饱和粘土内部的传热。通过假定排水边界受阻,得出了控制方程和数值解。然后,通过降解和模拟分析验证了当前模型的合理性。随后,对关键参数对非线性固结行为的影响进行了深入评估。结果表明,提高温度可显著促进饱和粘土的固结过程,过剩孔隙水压力(EPWP)的耗散速度最大可加快约 15%。此外,随着预固结压力的增加,过剩孔隙水压力(EPWP)的消散率也会增加,而相应的沉降量则会减少。最后,固结性能受到热渗的显著影响,忽视这一过程将大大偏离工程实践。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Insight into nonlinear thermal consolidation of saturated clay under coupled thermo-mechanical loading: a unified one-dimensional model

Insight into nonlinear thermal consolidation of saturated clay under coupled thermo-mechanical loading: a unified one-dimensional model

The evaluation of thermo-hydro-mechanical (THM) coupling response of clayey soils has emerged as an imperative research focus within thermal-related geotechnical engineering. Clays will exhibit nonlinear physical and mechanical behavior when subjected to variations in effective stress and temperature. Additionally, temperature gradient within soils can induce additional pore water migration, thereby resulting in a significant thermo-osmosis effect. Indeed, thermal consolidation of clayey soils constitutes a complicated THM coupling issue, whereas the theoretical investigation into it currently remains insufficiently developed. In this context, a one-dimensional mathematical model for the nonlinear thermal consolidation of saturated clay is proposed, which comprehensively incorporates the crucial THM coupling characteristics under the combined effects of heating and mechanical loading. In current model, the interaction between nonlinear consolidation and heat transfer process is captured. Heat transfer within saturated clay is investigated by accounting for the conduction, advection, and thermomechanical dispersion. The resulting governing equations and numerical solutions are derived through assuming impeded drainage boundaries. Then, the reasonability of current model is validated by degradation and simulation analysis. Subsequently, an in-depth assessment is carried out to investigate the influence of crucial parameters on the nonlinear consolidation behavior. The results indicate that increasing the temperature can significantly promote the consolidation process of saturated clay, the dissipation rate of excess pore water pressure (EPWP) is accelerated by a maximum of approximately 15%. Moreover, the dissipation rate of EPWP also increases with the increment of pre-consolidation pressure, while the corresponding settlement decreases. Finally, the consolidation performance is remarkably impacted by thermo-osmosis and neglecting this process will generate a substantial departure from engineering practice.

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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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