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首页> 外文期刊>Hyperfine Interactions: Journal Devoted to Research in the Border Regions of Solid State, Atomic and Nuclear Physics >M?ssbauer and Raman spectroscopy characterization of concretes used in the conditioning of spent radioactive sources
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M?ssbauer and Raman spectroscopy characterization of concretes used in the conditioning of spent radioactive sources

机译:M?ssbauer和拉曼光谱表征用于废放射源调节的混凝土

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Spent radioactive sources are considered a type of radioactive waste which must be stored properly. These sources are usually conditioned in concrete that functions as shield and physical barrier to prevent the potential migration of radionuclides, and must have suitable properties: mechanical, thermal or irradiation resistance. Concretes used in the conditioning of spent radioactive source in Mexico were tested, preparing concrete test specimens with Portland cement CPC 30RS EXTRA CEMEX and aggregates, and subjected to compression strength, γ -ray-irradiation and thermal resistance assays and subsequently analyzed by M?ssbauer and Raman Spectroscopies as well as by Scanning Electron Microscopy, in order to correlate the radiation and temperature effects on the compressive strengths, the oxidation states of iron and the structural features of the concrete. Iron was found in the concrete in Fe~(2+) and Fe~(3+) in the tetrahedral (T) and two octahedral positions (O1, O2). Radiolysis of water causes the dehydratation (200-600 kGy) and rehydratation(1000-10000 kGy) of calcium silicate hydrates (C-S-H) and ferric hydrate phases in concretes and structural distortion around the iron sites in concretes. The compressive strength of concretes are not significantly affected by γ -radiation or heat.
机译:废放射源被认为是一种放射性废物,必须妥善储存。这些辐射源通常以混凝土为条件,起到屏蔽作用和物理屏障的作用,以防止放射性核素的潜在迁移,并且必须具有合适的性能:机械,耐热或耐辐射性。测试了墨西哥用于放射性废料处理的混凝土,用波特兰水泥CPC 30RS EXTRA CEMEX和骨料制备了混凝土试样,并进行了抗压强度,γ射线辐照和热阻测定,随后由M?ssbauer分析和拉曼光谱,以及通过扫描电子显微镜,以关联辐射和温度对压缩强度,铁的氧化态和混凝土结构特征的影响。在四面体(T)和两个八面体位置(O1,O2)的Fe〜(2+)和Fe〜(3+)的混凝土中发现了铁。水的辐射分解会导致混凝土中硅酸钙水合物(C-S-H)和水合铁水合物相的脱水(200-600 kGy)和再水化(1000-10000 kGy),以及混凝土铁部位周围的结构变形。混凝土的抗压强度不受γ辐射或热的影响很大。

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