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Deterioration of swelling pressure of compacted Gaomiaozi bentonite induced by heat combined with hyperalkaline conditions

机译:热加热诱导浓度高碱性膨润土膨胀压力的劣化

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摘要

Compacted bentonite has been considered a suitable engineered barrier material for high-level radioactive waste (HLW) repositories for several decades. However, hyperalkaline groundwater produced by cementitious materials, combined with the heat generated by nuclear decay during the long-term storage of waste canisters, may cause the deterioration of the swelling properties of compacted bentonite. In this study, a series of swelling pressure tests and scanning electron microscopy (SEM) tests were performed on compacted Gaomiaozi (GMZ) bentonite (dry density 1.7 Mg/m(3)) to investigate the deterioration of the swelling pressure. Results indicated that the deterioration of the swelling pressure was facilitated by the temperature when the same concentration of NaOH solution was infiltrated, and a model of swelling pressure deterioration was developed to predict the long-term swelling pressure. Furthermore, the dissolution of montmorillonite and some silicate minerals, as well as the formation of non-expanding secondary minerals, led to transformations of the agglomeration patterns of the soil particles and structural damage to the bentonite, which controlled the long-term deterioration of the swelling pressure. Therefore, for the long-term operation of an HLW repository, the deterioration of the swelling pressure of compacted bentonite should be monitored, and safety assessments should account for the effects of heat and alkalinity. (C) 2020 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
机译:压实的膨润土已被认为是高级放射性废物(HLW)储存库的合适的工程屏障材料几十年。然而,通过水泥材料生产的甲脂糖原地下水,与废物罐的长期储存期间核腐烂期间的热量联合,可能导致压实膨润土的溶胀性能恶化。在该研究中,在压实的高密度(GMZ)膨润土(干密度1.7mg / m(3))上进行一系列溶胀压力测试和扫描电子显微镜(SEM)测试,以研究溶胀压力的劣化。结果表明,当渗透相同浓度的NaOH溶液时,通过温度促进溶胀压力的劣化,并且开发出溶胀压力劣化模型以预测长期溶胀压力。此外,蒙脱石和一些硅酸盐矿物的溶解以及非膨胀二次矿物的形成导致了土壤颗粒的附聚图案的转化,并对膨润土的结构损伤进行了影响,这控制了长期恶化膨胀压力。因此,对于HLW储存库的长期运行,应监测压实膨润土的溶胀压力的劣化,安全评估应考虑热和碱度的影响。 (c)2020由elsevier b.v的生产和托管代表日本岩土工程。

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