100 ℃以上高温下压实膨润土膨胀压力的实验研究

IF 3.7 2区 工程技术 Q3 ENERGY & FUELS
Jang-Un Kim , Hyunwook Choo , Boyoung Yoon , Susan E. Burns
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引用次数: 0

摘要

在深层地质储存库中处置和储存高放核废料需要了解高最高设计温度下压实粘土的行为(>; 100°C);然而,温度变化对压实膨润土膨胀压力的影响通常在20-90 °C的限制温度范围内进行研究。因此,本实验研究使用特殊设计的温控装置来确定压实钠基膨润土在10-160 °C温度范围内的膨胀压力。研究了三种干密度(1.20、1.35和1.50 Mg/m³)和三种电解质浓度(去离子水、NaCl 0.1 m和0.5 m溶液)对膨润土膨胀压力的孔隙热效应和化学热效应。归一化膨胀压力(特定温度下的膨胀压力与25 °C时的膨胀压力之比)与测试温度范围内的温度呈线性关系,表明在相对较低的温度范围内(低于100 °C)测量的膨胀压力可以根据外推法估计高温(高于100 °C)的膨胀压力。膨胀压力随温度升高而升高,较高的干密度和较低的电解质浓度放大了这一效应。基于层间和粒间膨胀压力的竞争,解释了干密度、孔隙流体浓度和温度对压实膨润土膨胀行为的复杂相互作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental study on the swelling pressure of compacted bentonite under high temperatures above 100 °C
Disposal and storage of high-level nuclear waste in deep geological repositories requires understanding the behavior of compacted clay at high maximum design temperatures (> 100 °C); however, the effect of temperature variations on the swelling pressure of compacted bentonite has generally been examined within a restricted temperature range of 20–90 °C. Consequently, this experimental investigation uses specially designed temperature-controlled apparatus to determine the swelling pressure of compacted Na-bentonite across a temperature span of 10–160 °C. The poro-thermal and chemo-thermal effects on the swelling pressure of bentonite were studied using three dry densities (1.20, 1.35 and 1.50 Mg/m³) and three electrolyte concentrations (de-ionized water, NaCl 0.1 M and 0.5 M solutions). A linear relationship was observed between the normalized swelling pressure (the ratio of swelling pressure at a specific temperature to the swelling pressure at 25 °C) and temperature under the tested temperature ranges, suggesting that the swelling pressure measured at relatively low temperature ranges (below 100 °C) could be used to estimate the high temperature (above 100 °C) swelling pressure based on extrapolation. The swelling pressure increased with temperature, and higher dry densities and lower electrolyte concentrations amplified this effect. The complex interplay of dry density, pore fluid concentration, and temperature on the swelling behavior of compacted bentonite was explained based on the competition between the interlayer and interparticle swelling pressures.
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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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