高温下无约束压实粒状膨润土的瞬态温度和水分分布

IF 3.3 2区 工程技术 Q3 ENERGY & FUELS
Yu Lu, John S. McCartney
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引用次数: 0

摘要

本文重点研究了高放核废料处置库中压实膨润土在热梯度作用下的瞬态温度和水分再分布,特别是颗粒状膨润土在初始干燥过程中,在储罐附近局部发生含水量和体积变化。在基础加热过程中(包括长时间加热和自然冷却),进行了一维加热试验,以研究压实颗粒状MX80膨润土层在无约束和全局恒定含水量条件下的热-水-力学耦合响应。在高温梯度和整体体积应变条件下,在离基底加热板不同垂直距离处的瞬态温度和体积含水量重分布的测量揭示了不同的传热速率和水蒸气扩散过程以及相关的体积变化。在加热和冷却过程中,体积含水量与土壤温度之间的滞后关系与土壤保水机制有关。发现温度和含水量与局部轴向应变的关系有助于评估可能发生在罐附近的密度梯度变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Transient temperature and water distributions in unconstrained compacted granular bentonite under elevated temperatures
This paper focuses on understanding transient temperature and water redistributions in compacted bentonite under thermal gradients in high-level nuclear waste disposal repository, particularly during the initial drying of granular bentonite with localized water content and volume changes near the canister. One-dimensional heating tests were conducted to investigate the coupled thermo-hydro-mechanical response of compacted granular MX80 bentonite layers under unconstrained and globally constant water content conditions during basal heating, encompassing both prolonged heating processes followed by natural cooling. Measurements of the transient temperature and volumetric water content redistributions at different vertical distances from the basal heating plate under high-temperature gradients and the global volumetric strains reveal varying rates of heat transfer and water vapor diffusion processes and associated volume change. A hysteretic relationship between volumetric water content and soil temperature during heating and cooling was found to be linked to soil water retention mechanisms. Temperature and water content relationships with local axial strains were found to be useful in evaluating density gradient changes that may occur near the canister.
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来源期刊
Geomechanics for Energy and the Environment
Geomechanics for Energy and the Environment Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
5.90
自引率
11.80%
发文量
87
期刊介绍: The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources. The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.
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