Review on Corrosion Thickness Design of Canister for High-level Radioactive Waste in Japan

doi:10.11902/1005.4537.2024.205

Journal of Chinese Society for Corrosion and protection

2025, Vol. 45

Issue (3): 563-576 DOI: 10.11902/1005.4537.2024.205

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Review on Corrosion Thickness Design of Canister for High-level Radioactive Waste in Japan

PENG Liyuan¹^,²(

), XIE Jingli¹^,², CAO Shengfei¹^,², TAN Jibo³, WU Xinqiang³, ZHANG Ziyu³

^1.Beijing Research Institute of Uranium Geology, Beijing 100029, China
^2.High-level Radioactive Waste, CAEA Innovation Center for Geological Disposal, Beijing 100029, China
^3.CAS Key Laboratory of Nuclear Materials and Safety Assessment, Institute of Metal Research, Chinese Academy of Sciences, Shenyang 110016, China

Cite this article:

PENG Liyuan, XIE Jingli, CAO Shengfei, TAN Jibo, WU Xinqiang, ZHANG Ziyu. Review on Corrosion Thickness Design of Canister for High-level Radioactive Waste in Japan. Journal of Chinese Society for Corrosion and protection, 2025, 45(3): 563-576.

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Abstract

The safe disposal of high-level radioactive waste is an international challenge. Deep geological disposal repository for high-level radioactive waste with multibarrier system design concept is being planned to construct in China to isolate the radionuclides from the biosphere. To meet the safe function of isolating waste from the biosphere, while also suppressing the release and migration of radionuclides into groundwater within its designed lifetime, the disposal canister, as the key engineering barriers, should maintain its integrity and avoid failure by corrosion. Thus, it is of great significance to design the corrosion allowance of the canister reasonably. Carbon steels are less susceptible to localized corrosion and mainly corrodes uniformly. The corrosion allowance is acquired by the corrosion rate and lifetime when carbon steels are adopted as materials for canister. The design concept of the corrosion allowance of the canister for high-level radioactive waste in Japan is reviewed in the present work. The possible corrosion forms and the corrosion thickness prediction models of the carbon steel canister in disposal repository are analyzed, and modification suggestions are also discussed, aiming to provide a reference for the corrosion thickness design of the canister.

Key words: high-level radioactive waste canister carbon steel general corrosion corrosion model corrosion depth

Received: 08 July 2024 32134.14.1005.4537.2024.205

ZTFLH:

TG174

Fund: CAEA Innovation Center for Geological Disposal of High level Radioactive Waste(WDZC-2023-HDYY-102)

Corresponding Authors: PENG Liyuan, E-mail: 17824033690@163.com

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	XIE Jingli
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	ZHANG Ziyu

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https://www.jcscp.org/EN/10.11902/1005.4537.2024.205 OR https://www.jcscp.org/EN/Y2025/V45/I3/563

Fig.1 Relationship between the critical hydrogen concentration for hydrogen embrittlement and yield strength of steel^[32]

Fig.2 Relationship between average corrosion depth and pitting factor for carbon steel in CO $3 2 -$ /Cl^- solutions and various soils^[51,52]

Fig.3 Variations of anodic polarization curve of carbon steel with pH value of the testing solutions: (a) solutions, (b) saturated bentonite^[13,56]

Fig.4 Anodic polarization curves of carbon steel in bentonites with different dry densities and saturated by the solutions with pH value of 10^[13]

Fig.5 Variations of corrosion performance of carbon steel with dry density of buffer materials and pH value of pore water^[51]

Fig.6 Relationship between pH value of pore water and dry density of bentonite^[51]

Fig.7 Calculated average corrosion rate vs. time curves for carbon steel based on the model^[56]

Fig.8 Predicted and experimental average corrosion depth vs. time curves for carbon steel in compacted bentonite at 80 ℃^[50]

Fig.9 Time dependences of average corrosion rate of carbon steel in anaerobic solution and compacted bentonite^[59~61]

Table 1 Chemical compositions of testing coupons^[70]

Fig.10 Surface morphologies of the coupons after immersion in alkaline carbonate solution for 90 d^[70]

Fig.11 Relationship between pitting factor and average corrosion depth in the processes of general corrosion (a) and localized corrosion (b)^[70]

Fig.12 Surface appearance (a) and roughness profile with laser displacement measurement (b) of coupon with f MAG weld joint after immersion in synthetic sea water for 3 a^[66]

Fig.13 Corrosion rates of the weld joints (TIG, MAG, and EBW) and base metal after embedding in compacted bentonite saturated with synthetic sea water at 80 ℃ for 3 a^[66]

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