温度对约束非饱和土壤中吸附和毛细管保水机制的影响

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yu Lu, John S. McCartney
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引用次数: 0

摘要

本文重点研究在受限(恒定体积)条件下,温度升高对非饱和土壤吸附和毛细管保水机制的影响。该课题对于模拟水文地质或岩土工程应用中的土壤热-水力行为至关重要,包括气候变化对近地表土壤、非饱和土层中的能源桩或土壤钻孔热能存储系统以及核废料地质处置库缓冲区的影响。开发的非等温土壤保水曲线(SWRC)分别考虑了吸附和毛细管保水机制的关键参数与土壤物理参数(如表面张力、接触角、吸附能力、阳离子交换能力、平均空化吸力、空气进入值和平衡膜厚度)的温度依赖性,以便深入了解温度在整个吸力范围内对保水的影响。利用高塑性粘土的实验数据验证了非等温 SWRC,并很好地预测了温度对受约束非饱和土壤中吸附和毛细管保水机制的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Temperature effects on adsorption and capillarity water retention mechanisms in constrained unsaturated soils

Temperature effects on adsorption and capillarity water retention mechanisms in constrained unsaturated soils

This paper focuses on the impact of elevated temperatures on the adsorptive and capillarity water retention mechanisms of unsaturated soils under constrained (constant volume) conditions. This topic is critical for simulating the thermo-hydraulic behavior of soils in hydrogeological or geotechnical applications, including climate change effects on near surface soils, energy piles or soil borehole thermal energy storage systems in unsaturated soil layers, and buffers for geological nuclear waste repositories. A nonisothermal soil water retention curve (SWRC) that separately considers the temperature-dependency of the key parameters governing adsorptive and capillarity water retention mechanisms and soil physical parameters (e.g., surface tension, contact angle, adsorption capacity, cation exchange capacity, mean cavitation suction, air entry value and equilibrium film thickness) was developed to provide insights into the impact of temperature on water retention over the full suction range. The nonisothermal SWRC was validated using experimental data on high plasticity clays, with a good prediction of temperature effects on adsorption and capillarity water retention mechanisms in constrained unsaturated soils.

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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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