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Geotechnical sealing material for coastal disposal facility for soils and wastes contaminated by radioactive cesium

机译:放射性铯污染的土壤和废物的沿海处理设施的岩土密封材料

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摘要

Safe disposal of wastes produced due to the process of decontamination in and around Fukushima No. 1 nuclear power plant is an urgent requirement. The purpose of this study was to develop a sealing material which can be used as an engineered barrier for a final disposal facility for the soils and wastes contaminated by radioactive cesium. The analyses conducted based on 4-m-thick sealing layer revealed that the hydraulic conductivity of the sealing material needs to be kept below 5.0x10(-10)m/s to avoid the seepage of contaminants below the environmentally safe limits. Sealing material was developed using marine clay-bentonite mixture and the engineering characteristics were examined. The results of laboratory experiments showed that, with the addition of bentonite, the hydraulic conductivity equal to or less than 5.0x10(-10)m/s was achieved when the effective consolidation stress is equal to or more than 27kPa. From the tests for adsorption properties for cesium, it was found that the sealing material showed the significant capacity of adsorption for cesium in seawater. It was concluded that the construction of waste disposal facility on the sandy seafloor is feasible using the sealing layer proposed in this study.
机译:由于福岛第1号核电站净化和周围地区和周围地区的核电厂的过程而产生的安全处理是一种迫切要求。本研究的目的是开发一种密封材料,该密封材料可用作由放射性铯污染的土壤和废物的最终处置设施的工程障碍。基于4-M厚的密封层进行的分析显示,密封材料的液压导电性需要保持在5.0×10( - 10)m / s以下,以避免低于环境安全限制的污染物渗漏。使用海洋粘土 - 膨润土混合物开发密封材料,检查工程特性。实验室实验结果表明,随着膨润土的加入,当有效固结应力等于或超过27kPa时,达到等于或小于5.0×10(-10)m / s的液压传导率。从铯的吸附性能试验,发现密封材料显示出海水中铯的显着容量。得出结论是,使用本研究中提出的密封层的桑迪处理设施的废物处理设施的建设是可行的。

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