Numerical simulation of coupled THM behaviour of full-scale EBS in backfilled experimental gallery in the Horonobe URL

Bentonite-based engineered barrier system (EBS) is a key component of many repository designs for the geological disposal of high-level radioactive waste. Given the complexity and interaction of the phenomena affecting the barrier system, coupled thermo-hydro-mechanical (THM) numerical analyses are a potentially useful tool for a better understanding of their behaviour. In this context, a Task (the Horonobe EBS experiment) was undertaken to study, using numerical analyses, the thermo-hydro-mechanical (and thermo-hydro) interactions in bentonite based engineered barriers within the international cooperative project DECOVALEX 2023. One full-scale in-situ experiment and four laboratory experiments, largely complementary, were selected for modelling. The Horonobe EBS experiment is a temperature-controlled non-isothermal experiment combined with artificial groundwater injection. The Horonobe EBS experiment consists of the heating and cooling phases. Six research teams performed the THM or TH (depended on research team approach) numerical analyses using a variety of computer codes, formulations and constitutive laws. For each experiment, the basic features of the analyses are described and the comparison between calculations and laboratory experiments and field observations are presented and discussed. • Full-scale engineered barrier system experiment performed in the underground research laboratory (Horonobe URL in Japan) • Numerical simulations of coupled thermos-hydro-mechanical processes in bentonite material performed by six research teams • Identification of parameters for simulation using laboratory experiment simulation • Examination of various approaches for numerical simulation such as simplification of boundary conditions

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Publication Details

Journal
Geomechanics for Energy and the Environment
Published
2025-04-01
DOI
https://doi.org/10.1016/j.gete.2025.100668
Citations
3
Primary Topic
Soil and Unsaturated Flow
Type
article
Field-Weighted Citation Impact
2.86
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article

Numerical simulation of coupled THM behaviour of full-scale EBS in backfilled experimental gallery in the Horonobe URL

Peng‐Zhi Pan, Hirokazu Ohno, Minseop Kim, Shumin Liang et al.
3 citations
Geomechanics for Energy and the Environment
Soil and Unsaturated Flow
2.86
article

Numerical simulation of coupled THM behaviour of full-scale EBS in backfilled experimental gallery in the Horonobe URL

Peng‐Zhi Pan, Hirokazu Ohno, Minseop Kim, Shumin Liang, Changsoo Lee, Yutaka Sugita, Carlos M. López, Steffen Beese, Carlos F. Jové-Colón
article en
3 citations

Abstract

Bentonite-based engineered barrier system (EBS) is a key component of many repository designs for the geological disposal of high-level radioactive waste. Given the complexity and interaction of the phenomena affecting the barrier system, coupled thermo-hydro-mechanical (THM) numerical analyses are a potentially useful tool for a better understanding of their behaviour. In this context, a Task (the Horonobe EBS experiment) was undertaken to study, using numerical analyses, the thermo-hydro-mechanical (and thermo-hydro) interactions in bentonite based engineered barriers within the international cooperative project DECOVALEX 2023. One full-scale in-situ experiment and four laboratory experiments, largely complementary, were selected for modelling. The Horonobe EBS experiment is a temperature-controlled non-isothermal experiment combined with artificial groundwater injection. The Horonobe EBS experiment consists of the heating and cooling phases. Six research teams performed the THM or TH (depended on research team approach) numerical analyses using a variety of computer codes, formulations and constitutive laws. For each experiment, the basic features of the analyses are described and the comparison between calculations and laboratory experiments and field observations are presented and discussed. • Full-scale engineered barrier system experiment performed in the underground research laboratory (Horonobe URL in Japan) • Numerical simulations of coupled thermos-hydro-mechanical processes in bentonite material performed by six research teams • Identification of parameters for simulation using laboratory experiment simulation • Examination of various approaches for numerical simulation such as simplification of boundary conditions

Geomechanics for Energy and the EnvironmentVol. 42
Japan Atomic Energy Agency (JP), Federal Institute for Geosciences and Natural Resources (DE), Korea Atomic Energy Research Institute (KR), Sandia National Laboratories California (US), Sandia National Laboratories (US), Wuhan Branch of the National Science Library (CN), Institute of Rock and Soil Mechanics (CN), Sinotech Genomics (China) (CN)
Openalex Percentile: Top 11%
Soil and Unsaturated Flow
2.86
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