Development and evaluation of low-pH concrete plugs suitable for high-level radioactive waste repositories

In this study, low-pH concrete mixtures suitable for use as plugs in high-level radioactive waste disposal sites were evaluated by designing thirteen mixtures with various ratios of binders, including silica fume, fly ash, and blast furnace slag, and fillers, such as limestone and quartz. Three mixt...

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Main Authors: Seokgu Gang, Daewon Lee, Jin-Seop Kim, Youngjin Shin, Jongwon Jung
Format: Article
Language:English
Published: Elsevier 2025-07-01
Series:Case Studies in Construction Materials
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Online Access:http://www.sciencedirect.com/science/article/pii/S2214509525000105
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author Seokgu Gang
Daewon Lee
Jin-Seop Kim
Youngjin Shin
Jongwon Jung
author_facet Seokgu Gang
Daewon Lee
Jin-Seop Kim
Youngjin Shin
Jongwon Jung
author_sort Seokgu Gang
collection DOAJ
description In this study, low-pH concrete mixtures suitable for use as plugs in high-level radioactive waste disposal sites were evaluated by designing thirteen mixtures with various ratios of binders, including silica fume, fly ash, and blast furnace slag, and fillers, such as limestone and quartz. Three mixture designs that satisfied both the compressive strength requirement (>50 MPa) and leachate pH criterion (<11) after 28 d of curing were selected for further investigation. Their compressive and split tensile strengths, chloride-ion diffusion coefficient, and leachate pH were experimentally evaluated. The use of fly ash and silica fume as binders resulted in higher early compressive strengths. No mixture design exhibited significant long-term strength degradation after curing at 40 °C. The split tensile strength values were lower than those reported in previous studies, which is attributed to the suboptimal pore size distribution of the fine aggregates used in this study. The use of both limestone and quartz (SiO2) as fillers resulted in the lowest chloride-ion diffusion coefficient, with all mixture designs exhibiting excellent resistance to chloride-ion diffusion. The leachate pH remained < 11 throughout 63 d of curing. Additionally, the compressive strength increased with an increasing leachate pH. The leachate pH was influenced by the surface area characteristics of silica fume, contrary to that previously reported. An increasing pH resulted in a higher silica content in the leachate solution, affecting the swelling characteristics of the bentonite used as backfill.
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spelling doaj-art-3c8234b4e27049c6b9483305d283ebd32025-01-07T04:17:26ZengElsevierCase Studies in Construction Materials2214-50952025-07-0122e04211Development and evaluation of low-pH concrete plugs suitable for high-level radioactive waste repositoriesSeokgu Gang0Daewon Lee1Jin-Seop Kim2Youngjin Shin3Jongwon Jung4School of Civil Engineering, Chungbuk National University, Cheongju, Chungcheongbuk-do 28644, Republic of KoreaSchool of Civil Engineering, Chungbuk National University, Cheongju, Chungcheongbuk-do 28644, Republic of KoreaResearch Center for Spent Nuclear Fuel Storage and Disposal, Korea Atomic Energy Research Institute, Daejeon 34057, Republic of KoreaInfrastructure Research Team, Hyundai Engineering &amp; Construction CO., Ltd, Seoul 03058, Republic of KoreaSchool of Civil Engineering, Chungbuk National University, Cheongju, Chungcheongbuk-do 28644, Republic of Korea; Corresponding author.In this study, low-pH concrete mixtures suitable for use as plugs in high-level radioactive waste disposal sites were evaluated by designing thirteen mixtures with various ratios of binders, including silica fume, fly ash, and blast furnace slag, and fillers, such as limestone and quartz. Three mixture designs that satisfied both the compressive strength requirement (>50 MPa) and leachate pH criterion (<11) after 28 d of curing were selected for further investigation. Their compressive and split tensile strengths, chloride-ion diffusion coefficient, and leachate pH were experimentally evaluated. The use of fly ash and silica fume as binders resulted in higher early compressive strengths. No mixture design exhibited significant long-term strength degradation after curing at 40 °C. The split tensile strength values were lower than those reported in previous studies, which is attributed to the suboptimal pore size distribution of the fine aggregates used in this study. The use of both limestone and quartz (SiO2) as fillers resulted in the lowest chloride-ion diffusion coefficient, with all mixture designs exhibiting excellent resistance to chloride-ion diffusion. The leachate pH remained < 11 throughout 63 d of curing. Additionally, the compressive strength increased with an increasing leachate pH. The leachate pH was influenced by the surface area characteristics of silica fume, contrary to that previously reported. An increasing pH resulted in a higher silica content in the leachate solution, affecting the swelling characteristics of the bentonite used as backfill.http://www.sciencedirect.com/science/article/pii/S2214509525000105Spent nuclear fuelRepositoryPlugLow-pH concreteHigh-strength concrete
spellingShingle Seokgu Gang
Daewon Lee
Jin-Seop Kim
Youngjin Shin
Jongwon Jung
Development and evaluation of low-pH concrete plugs suitable for high-level radioactive waste repositories
Case Studies in Construction Materials
Spent nuclear fuel
Repository
Plug
Low-pH concrete
High-strength concrete
title Development and evaluation of low-pH concrete plugs suitable for high-level radioactive waste repositories
title_full Development and evaluation of low-pH concrete plugs suitable for high-level radioactive waste repositories
title_fullStr Development and evaluation of low-pH concrete plugs suitable for high-level radioactive waste repositories
title_full_unstemmed Development and evaluation of low-pH concrete plugs suitable for high-level radioactive waste repositories
title_short Development and evaluation of low-pH concrete plugs suitable for high-level radioactive waste repositories
title_sort development and evaluation of low ph concrete plugs suitable for high level radioactive waste repositories
topic Spent nuclear fuel
Repository
Plug
Low-pH concrete
High-strength concrete
url http://www.sciencedirect.com/science/article/pii/S2214509525000105
work_keys_str_mv AT seokgugang developmentandevaluationoflowphconcreteplugssuitableforhighlevelradioactivewasterepositories
AT daewonlee developmentandevaluationoflowphconcreteplugssuitableforhighlevelradioactivewasterepositories
AT jinseopkim developmentandevaluationoflowphconcreteplugssuitableforhighlevelradioactivewasterepositories
AT youngjinshin developmentandevaluationoflowphconcreteplugssuitableforhighlevelradioactivewasterepositories
AT jongwonjung developmentandevaluationoflowphconcreteplugssuitableforhighlevelradioactivewasterepositories