Immobilization and leaching behavior of cobalt in alkali-activated fly ash/dehydrated cement paste fine blends

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Jaeyeon Park, Seongmin Cho, Heongwon Suh, Sungwun Her, Jihwan Yang, Sungchul Bae
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Abstract

The primary radioactive isotope in concrete waste from decommissioned nuclear power plants is 60Co, which must be securely immobilized and disposed of to protect human health and the environment. The leaching behavior of Co2+ in alkali-activated fly ash/dehydrated cement paste (DCP) blends was studied by focusing on the influence of different curing temperatures on phase evolution. When cured at 25 °C, alkali-activated fly ash/DCP blends predominantly formed the C-N-A-S-H gel phase, whereas at 60 °C, the C-A-S-H gel phase was more prevalent. By contrast, fly ash-based geopolymers without DCP predominantly form an N-A-S-H gel phase. The Co2+ ion leaching tests indicated that Co retention was most effective during phase evolution into the C-N-A-S-H gel. Conversely, fly ash-based geopolymers lacking DCP tend to form significant amounts of NaCl, which negatively impacts the Co retention. In these geopolymers, Co is mainly immobilized in the form of Co(OH)2.

Abstract Image

碱活化粉煤灰/脱水水泥膏体细共混物中钴的固定化及浸出行为
退役核电站混凝土废料中的主要放射性同位素为60Co,必须安全固定和处置,以保护人类健康和环境。研究了碱活化粉煤灰/脱水水泥浆(DCP)共混物中Co2+的浸出行为,重点研究了不同养护温度对相演化的影响。在25℃固化时,碱活化粉煤灰/DCP混合物主要形成C- n -a - s - h凝胶相,而在60℃固化时,C- a - s - h凝胶相更为普遍。相比之下,不含DCP的粉煤灰基地聚合物主要形成N-A-S-H凝胶相。Co2+离子浸出试验表明,Co在C-N-A-S-H凝胶相演化过程中是最有效的。相反,缺乏DCP的粉煤灰基地聚合物往往会形成大量的NaCl,这对Co的保留率产生负面影响。在这些地聚合物中,Co主要以Co(OH)2的形式固定。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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