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Modeling the long-term durability of concrete barriers in the context of low-activity waste storage

机译:在低活动废旧储存背景下建模混凝土障碍的长期耐久性

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The paper investigates the long-term durability of concrete barriers in contact with a cementitious wasteform designed to immobilize low-activity nuclear waste. The high-pH pore solution of the wasteform contains high concentration level of sulfate,nitrate,nitrite and alkalis. The multilayer concrete/wasteform system was modeled using a multiionic reactive transport model accounting for coupling between species,dissolution/ precipitation reactions,and feedback effect,One of the primary objectives was to investigate the risk associated with the presence of sulfate in the wasteform on the durability of concrete. Simulation results showed that formation of expansive phases,such as gypsum and ettringite,into the concrete barrier was not extensive. Based on those results,it was not possible to conclude that concrete would be severely damaged,even after 5,000 years. Lab work was performed to provide data to validate the modeling results. Paste samples were immersed in sulfate contact solutions and analyzed to measure the impact of the aggressive environment on the material. The results obtained so far tend to confirm the numerical simulations.
机译:本文调查了与柔美废物接触混凝土屏障的长期耐久性,旨在固定低活性核废料。废物的高pH孔溶液含有高浓度水平的硫酸盐,硝酸盐,亚硝酸盐和碱。使用多层混凝土/废物系统使用遍矛盾的反应运输模型进行建模,核算物种,溶解/降水反应和反馈效果之间的偶联,其中一个主要目标是探讨与废物中硫酸盐存在相关的风险混凝土的耐久性。仿真结果表明,膨胀阶段的形成,如石膏和ettringite,进入混凝土屏障中并不广泛。基于这些结果,即使在5000年后,也无法得出结论,混凝土将受到严重损坏。执行实验室工作以提供数据以验证建模结果。将样品浸入硫酸盐接触溶液中并分析以测量侵蚀环境对材料的影响。到目前为止所获得的结果倾向于确认数值模拟。

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