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首页> 外文期刊>Environmental earth sciences >The geotechnical properties of GMZ buffer/backfill material used in high- level radioactive nuclear waste geological repository: a review
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The geotechnical properties of GMZ buffer/backfill material used in high- level radioactive nuclear waste geological repository: a review

机译:高放射性核废料地质处置库中使用的GMZ缓冲/回填材料的岩土特性:综述

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Buffer/backfill material in engineered barrier plays an important role in preventing leakage and migrating high-level radioactive nuclear waste (HLW) in geological repository. GMZ bentonite has been proposed as prior buffer/ backfill material to be applied in HLW geological repository in China. It is crucial to have a better understanding of the geotechnical properties of this material for optimizing the design and ensuring the long-term stability of the repository. In this paper, the research progress on the geotechnical properties of GMZ bentonite was summarized, including hydraulic conductivity, water retention capacity, thermal physical properties, swelling properties, microstructure, compressibility, multi-fields coupling behavior and long-term characteristics. The following findings are obtained: (1) The basic geotechnical properties of GMZ bentonite are significantly related to the thermal, hydraulic and mechanical boundary conditions, which can be characterized by complex coupling of multi-phase and multi-field; (2) on the premise of meeting the basic requirements of engineered barrier, adding quartz sand and other additives toGMZ bentonite is a currently available and feasible way to improve the geotechnical properties ofGMZ bentonite; (3) the observed volumetric deformation and mechanical behavior of GMZ bentonite and mixture under thermal, hydraulic, mechanical and chemical boundary conditions significantly depend on its compaction conditions, relative montmorillonite content and microstructure characteristics; (4) the current researches on GMZ bentonite are mainly limited by traditional laboratory small-scale tests under single-field and single boundary conditions in obtaining single parameter. However, there is still a gap between the simulated environmental conditions in the tests and the real environmental conditions in geological repository. Based on the above understanding and current research shortages in this field, some important research topics were proposed for future work, including multi-field/phase/component coupling characteristics and the mechanisms, longterm performance, large-scale model tests, underground in situ tests, numerical modeling and the constitutive modeling ofGMZ bentonite under complex boundary conditions.
机译:工程屏障中的缓冲/回填材料在防止泄漏和迁移地质处置库中的高放射性核废料(HLW)中起着重要作用。 GMZ膨润土已被提议作为中国HLW地质资源库中的先有缓冲/回填材料。更好地了解这种材料的岩土特性对于优化设计和确保储存库的长期稳定性至关重要。本文综述了GMZ膨润土的岩土力学研究进展,包括水力传导率,保水能力,热物理性质,溶胀性,微观结构,可压缩性,多场耦合行为和长期特征。得到以下结论:(1)GMZ膨润土的基本岩土性能与热,水力和机械边界条件显着相关,其特征可以是多相和多场的复杂耦合。 (2)在满足工程屏障基本要求的前提下,向GMZ膨润土中添加石英砂等添加剂是目前改善GMZ膨润土岩土性能的可行途径。 (3)在热,水力,机械和化学边界条件下观察到的GMZ膨润土及其混合物的体积变形和力学行为在很大程度上取决于其压实条件,相对蒙脱土含量和微观结构特征; (4)目前对GMZ膨润土的研究主要受到传统实验室在单场和单边界条件下进行小规模试验以获得单一参数的限制。但是,测试中模拟的环境条件与地质资料库中的实际环境条件之间仍然存在差距。基于以上认识和当前该领域的研究不足,提出了一些重要的研究课题,包括多场/相/组件耦合特性及其机理,长期性能,大规模模型测试,地下原位测试。边界条件下GMZ膨润土的合成,数值模拟和本构模型。

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