Properties of Cement-Solidified Soils for the Process Control Program

Authors

  • Junhyuk Jang Nuclear Facility Cleanup Technology Division, Korea Atomic Energy Research Institute, 111 Daedeok-daero 989 Beon-gil, Yuseong-gu, Daejeon 34057, Republic of Korea https://orcid.org/0000-0002-5453-8055
  • Naon Chang Nuclear Facility Cleanup Technology Division, Korea Atomic Energy Research Institute, 111 Daedeok-daero 989 Beon-gil, Yuseong-gu, Daejeon 34057, Republic of Korea; Radioactive Waste Facility Management Section, Korea Atomic Energy Research Institute, 111 Daedeok-daero 989 Beon-gil, Yuseong-gu, Daejeon 34057, Republic of Korea https://orcid.org/0000-0002-0574-8822
  • Sung-Wook Kim Nuclear Facility Cleanup Technology Division, Korea Atomic Energy Research Institute, 111 Daedeok-daero 989 Beon-gil, Yuseong-gu, Daejeon 34057, Republic of Korea https://orcid.org/0000-0002-5537-4793
  • Junyoung Jung Nuclear Facility Cleanup Technology Division, Korea Atomic Energy Research Institute, 111 Daedeok-daero 989 Beon-gil, Yuseong-gu, Daejeon 34057, Republic of Korea; Integrated Radioactive Waste Management Section, Korea Atomic Energy Research Institute, 111 Daedeok-daero 989 Beon-gil, Yuseong-gu, Daejeon 34057, Republic of Korea https://orcid.org/0000-0001-6281-9407
  • Dong-Su Kim Nuclear Facility Cleanup Technology Division, Korea Atomic Energy Research Institute, 111 Daedeok-daero 989 Beon-gil, Yuseong-gu, Daejeon 34057, Republic of Korea; Radioactive Waste Facility Management Section, Korea Atomic Energy Research Institute, 111 Daedeok-daero 989 Beon-gil, Yuseong-gu, Daejeon 34057, Republic of Korea https://orcid.org/0009-0006-4222-4127

DOI:

https://doi.org/10.24425/amm.2026.158832

Abstract

The performance of cement-solidified soil waste was evaluated following Process Control Program (PCP) guidelines. Illite-based soils were used as surrogate for radioactive soil waste. The optimal mixing ratio of water, cement, and waste was determined from compression strength and workability; the solidified block at a mixing ratio of 25 wt.% water, 50 wt.% soil, and 25 wt.% cement exhibited 12.7 MPa of compression strength with good workability. Cement-solidified soil blocks in PCP size (diameter: 100 mm; height: 200 mm) were fabricated at the determined mixing ratio. Compression, immersion, thermal cycling, and irradiation tests were performed on the solidified blocks. The cement-solidified blocks passed the acceptance KORAD criteria for disposal, satisfying a compression strength above 3.44 MPa after all tests. Leaching tests were performed by piking radioactive natural soils (39.36 Bq/g), showing no radioactivity. These results suggest that radioactive soil waste can be solidified with cement by following PCP guidelines.

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Published

2026-06-22

How to Cite

Jang, Junhyuk, et al. “Properties of Cement-Solidified Soils for the Process Control Program”. Archives of Metallurgy and Materials, vol. 71, no. 2, June 2026, pp. 517-21, doi:10.24425/amm.2026.158832.

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