Journal of Advanced Concrete Technology
Online ISSN : 1347-3913
ISSN-L : 1346-8014
Technical report
Experimental Study Investigating the Effects of Concrete Conditions on the Penetration Behaviors of Cs and Sr at Low Concentration Ranges
Kazuo Yamada, Go Igarashi, Norihisa Osawa, Rohith Kiran, Kazuko Haga, Sayuri Tomita, Ippei Maruyama
Author information
  • Kazuo Yamada

    Fukushima Branch, National Institute for Environmental Studies, 10-2, Fukasaku, Miharu-town, Tamura-gun, Fukushima-Prefecture, 963-7700, Japan.

  • Go Igarashi

    Graduate School of Engineering, The University of Tokyo, Tokyo, Japan.

  • Norihisa Osawa

    Taiheiyo Consultant, Co. Ltd., Osaku, Sakura-city, Chiba, Japan.

  • Rohith Kiran

    Graduate School of Environmental Studies, Nagoya University, Furo-cho, Chikusa-ku, Nagoya, Japan.

  • Kazuko Haga

    Taiheiyo Consultant, Co. Ltd., Osaku, Sakura-city, Chiba, Japan.

  • Sayuri Tomita

    Taiheiyo Consultant, Co. Ltd., Osaku, Sakura-city, Chiba, Japan.

  • Ippei Maruyama

    Graduate School of Engineering, The University of Tokyo, Tokyo, Japan.
    Graduate School of Environmental Studies, Nagoya University, Furo-cho, Chikusa-ku, Nagoya, Japan.

Corresponding author

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2021 Volume 19 Issue 6 Pages 756-770

Details
  • Published: June 26, 2021 Received: December 08, 2020 Released on J-STAGE: June 26, 2021 Accepted: June 13, 2021 Advance online publication: - Revised: -
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Abstract

To decommission of the Fukushima-Daiichi nuclear power plant after the reactor accident, it is important to estimate the distribution of radionuclide contamination in the concrete for key elements such as Cs and Sr. A reaction transport model will be developed for these calculations. However, for a realistic model, the behaviors of Cs and Sr penetration in concrete must be experimentally investigated. A part of the results of a MEXT project called "The Analysis of Radionuclide Contamination Mechanisms of Concrete and the Estimation of Contamination Distribution at the Fukushima Daiichi Nuclear Power Station" are presented in this technical report. From our penetration analyses, the behaviors of neither Cs nor Sr were affected by each other. Additionally, the apparent diffusion coefficients of Cs and Sr were not significantly affected by the concentration or the presence of clay in the mortars. The penetration depth of Sr was smaller than that of Cs, and fly ash blended cement increased the resistance to penetration compared with ordinary Portland cement. Carbonation in the mortar samples increased the adsorption of Cs especially. Sr interacted with cement hydrates more than with clays. In oven-dried mortars, under the condition of water suction, the presence of clay retarded Cs penetration but had no effect on Sr. When the mortars were carbonated and oven-dried, the interactions between the solid phase and Cs or Sr took hours at least to complete.

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