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首页> 外文期刊>Health Physics: Official Journal of the Health Physics Society >Assessment of (90)sr and (137)cs penetration into reinforced concrete (extent of deepening
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Assessment of (90)sr and (137)cs penetration into reinforced concrete (extent of deepening

机译:老的评估(90)和(137)cs渗透钢筋混凝土(程度的加深

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摘要

When assessing the feasibility of remediation following the detonation of a radiological dispersion device or improvised nuclear device in a large city, several issues should be considered, including the levels and characteristics of the radioactive contamination, the availability of resources required for decontamination and the planned future use of the city's structures and buildings. Currently, little is known about radionuclide penetration into construction materials in an urban environment. Knowledge in this area would be useful when considering costs of a thorough decontamination of buildings, artificial structures and roads in an affected urban environment. Pripyat, a city substantially contaminated by the Chernobyl Nuclear Power Plant accident in April 1986, may provide some answers. The main objective of this study was to assess the depth of (90)Sr and (137)Cs penetration into reinforced concrete structures in a highly contaminated urban environment under natural weather conditions. Thirteen reinforced concrete core samples were obtained from external surfaces of a contaminated building in Pripyat. The concrete cores were drilled to obtain sample layers of 0-5, 5-10, 10-15, 15-20, 20-30, 30-40 and 40-50 mm. Both (90)Sr and (137)Cs were detected in the entire 0-50 mm profile of the reinforced cores sampled. In most of the cores, over 90% of the total (137)Cs inventory and 70% of the total (90)Sr inventory was found in the first 0-5 mm layer of the reinforced concrete. Strontium-90 ((90)Sr) had penetrated markedly deeper into the reinforced concrete structures than (137)Cs.
机译:当评估修复的可行性爆炸后的辐射分散设备或简易核设备应该是一个大城市,有几个问题考虑,包括水平和放射性污染的特点,所需的资源的可用性去污和计划未来的使用城市的结构和建筑。对放射性核素渗透一个城市的建筑材料环境。有用的全面考虑成本去污的建筑、人工在影响城市结构和道路环境。切尔诺贝利核电站的污染事故发生在1986年4月,可能会提供一些答案。本研究的主要目的是评估老的深度(90)和(137)Cs渗透钢筋混凝土结构在一个高度污染城市环境下自然天气条件。核心样本从外部获得的表面普里皮亚季的污染的建筑。混凝土芯钻探获得样本层0 - 5、5 - 10 - 15、15 - 20、20 - 30、30 - 40和40 - 50毫米。发现在整个0-50毫米的加强芯取样。超过90%的总库存(137)Cs和70%总(90)的老库存中被发现第一个0 - 5 mm层钢筋混凝土。锶- 90 (90)Sr)明显已经渗透进入更深的钢筋混凝土结构比(137)Cs。

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