Three-dimensional thermo-hydro-mechanical modelling of the full-scale in-situ system test (FISST)

Otros/as autores/as

Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental

Universitat Politècnica de Catalunya. GGMM - Grup de Geotècnia i Mecànica de Materials

Fecha de publicación

2026-02-10



Resumen

The Full-Scale In-Situ System Test (FISST) constitutes one of the most comprehensive and large-scale experimental investigations to date, aimed at advancing the design and understanding of engineered barrier systems (EBS) within the framework of nuclear waste repository development. Initiated in 2018, the FISST involves the placement of two test canisters within designated deposition holes in the ONKALO® underground research facility's demonstration area, located in a tunnel approximately 50 meters in length. FISST represents a full-scale implementation of the KBS-3V disposal design concept, the reference methodology adopted in Finland and Sweden for the final disposal of nuclear waste. A laboratory testing campaign was undertaken to calibrate the thermo-hydro-mechanical (THM) model parameters for the deposition hole buffer and tunnel backfill materials used in FISST. These materials consisted of Wyoming-type bentonite utilized for blocks and pellets within the deposition hole, along with Italian and Bulgarian bentonites employed in the form of blocks and pellets as tunnel backfill materials. Blocks and pellets were produced with these three types of bentonites. This study focuses on the calibration of key material properties associated with the components of FISST, including thermal conductivity, water retention characteristics, permeability, and mechanical parameters. The Barcelona Basic Model (BBM) was used to represent the block materials, while model with double porosities was employed for the pellets. Additionally, a methodology was developed to linearize the BBM for improving computational efficiency in the simulations that followed. Subsequently, the linearized Barcelona Basic Model (BBM) was employed in thermo-hydro-mechanical (THM) calculations. Following the calibration of the material models, a large-scale 3D thermo-hydraulic (TH) simulation, was performed to define TH boundary conditions for a 3D THM model on a reduced scale. This approach validated the feasibility of 3D modeling under defined TH boundary conditions with accurately calibrated THM parameters. All simulations were conducted using CODE_BRIGHT, a finite element method (FEM) program specifically tailored for advanced THM modeling of complex systems.


This research received funding from the European Union under Grant Agreement No. 101166718.


Peer Reviewed


Postprint (published version)

Tipo de documento

Article

Lengua

Inglés

Publicado por

London: The Geological Society

Documentos relacionados

https://www.lyellcollection.org/doi/full/10.1144/gslspecpub2025-19

info:eu-repo/grantAgreement/EC/HE/101166718/EU/European Partnership on Radioactive Waste Management/EURAD-2

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Derechos

http://creativecommons.org/licenses/by/4.0/

Open Access

Attribution 4.0 International

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