调查和分析膨润土砂混合物对温度的宏观和微观反应

IF 3.3 2区 工程技术 Q3 ENERGY & FUELS Geomechanics for Energy and the Environment Pub Date : 2024-06-01 DOI:10.1016/j.gete.2024.100565
An Li , Wei-Qiang Feng , Ze-Jian Chen , Numan Mailk , Jian-Hua Yin , Chao Zhou
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引用次数: 0

摘要

许多国家已提议将膨润土-沙混合物作为高放射性废物(HLW)处置库的缓冲材料。高放射性废物库中的高温对周围缓冲材料的特性和行为有很大影响。然而,迄今为止,人们对温度对膨润土缓冲材料行为的影响机制还不甚了解。本研究旨在通过在不同温度下进行锥入度试验、流变仪试验、烧瓶容积试验、扫描电子显微镜(SEM)和汞侵入孔隙模拟(MIP),阐明膨润土-砂混合物的宏观和微观反应。宏观实验结果表明,随着温度的升高,液体极限和屈服应力增大,而结合水含量降低。归一化关系显示,含沙量极大地影响了温度对宏观行为的影响程度。扫描电镜和 MIP 结果表明,随着温度的升高,颗粒间的接触方式由边对边转变为边对边结合,一些团聚内孔隙合并成团聚间孔隙。温度升高对膨润土-砂混合物反应的影响机制可以推断为1)由于蒙脱石颗粒电解出更多的离子,从而增加了离子浓度并改变了离子价态,扩散双层理应减少;2)扩散双层的轻微收缩产生了纳米裂隙,导致持水量增加;3)温度引起的结合水向自由水的转变导致液体体积增加;4)温度升高导致颗粒间排斥力增加。此外,还提出了一个经验模型,用于预测膨润土分散体的屈服应力,其中包含砂含量和温度的综合影响。
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Investigation and analysis of the macro- and micro-responses of bentonite-sand mixtures to temperature

Bentonite-sand mixture has been proposed as a buffer material of high-level radioactive waste (HLW) repositories in many countries. The elevated temperature in HLW repositories significantly influences the properties and behaviour of the surrounding buffers. However, to date the mechanism of temperature effects on the behaviour of the bentonite buffer is not well understood. This study is aimed at clarifying the macro- and micro-responses of bentonite-sand mixtures by conducting cone penetration test, rheometer test, flask volumetric test, scanning electron microscopy (SEM) and mercury intrusion porosimetry (MIP) at different temperatures. The results from macro-experiments show that the liquid limit and yield stress increased while bound water content decreased with increasing temperature. The normalized relationships disclose the sand content dramatically affects the degree of temperature influence on the macro-behaviour. SEM and MIP results present that the contact manner between particles converted from edge-to-face to the edge-to-edge association and some intra-aggregate pores merged to form inter-aggregate pores as temperature increases. The mechanisms of the increasing temperature influence on the responses of bentonite-sand mixtures can be inferred that: 1) the diffuse double layer is supposed to decrease since more ions were electrolyzed from montmorillonite particles, thereby, increasing the ion concentration and changing the ion valence; 2) the slight shrinkage of diffuse double layer produced nano-fissures, causing water-hold capacity to increase; 3) the temperature-induced transition from bound water into free water results in an increase of liquid volume; 4) increasing temperature led to increased inter-particle repulsive force. Furthermore, an empirical model was proposed to predict the yield stress of bentonite dispersion incorporating the combined effects of sand content and temperature.

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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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