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

dc.contributor
Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor
Universitat Politècnica de Catalunya. GGMM - Grup de Geotècnia i Mecànica de Materials
dc.contributor.author
Toprak, Erdem
dc.contributor.author
Olivella Pastallé, Sebastià
dc.contributor.author
Pintado, Xavier
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Kumpulainen, Sirpa
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Hassan, Mamunul
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Kristensson, Ola
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Niskanen, Mika
dc.date.accessioned
2026-02-13T06:10:15Z
dc.date.available
2026-02-13T06:10:15Z
dc.date.issued
2026-02-10
dc.identifier
Toprak, E. [et al.]. Three-dimensional thermo-hydro-mechanical modelling of the full-scale in-situ system test (FISST). «Geological Society, London, special publications», 10 Febrer 2026, vol. 561, núm. 1.
dc.identifier
2041-4927
dc.identifier
https://hdl.handle.net/2117/454944
dc.identifier
10.1144/gslspecpub2025-19
dc.identifier.uri
http://hdl.handle.net/2117/454944
dc.description.abstract
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.
dc.description.abstract
This research received funding from the European Union under Grant Agreement No. 101166718.
dc.description.abstract
Peer Reviewed
dc.description.abstract
Postprint (published version)
dc.format
34 p.
dc.format
application/pdf
dc.language
eng
dc.publisher
London: The Geological Society
dc.relation
https://www.lyellcollection.org/doi/full/10.1144/gslspecpub2025-19
dc.relation
info:eu-repo/grantAgreement/EC/HE/101166718/EU/European Partnership on Radioactive Waste Management/EURAD-2
dc.rights
http://creativecommons.org/licenses/by/4.0/
dc.rights
Open Access
dc.rights
Attribution 4.0 International
dc.subject
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia
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Thermo-hydro-mechanical modelling
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Nuclear waste repository
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In-situ heating test
dc.title
Three-dimensional thermo-hydro-mechanical modelling of the full-scale in-situ system test (FISST)
dc.type
Article


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