European Underground Research Infrastructure for Disposal of nuclear waste in a Clay Environment

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Title DOI
https://doi.org/10.1016/j.ijrmms.2004.08.003 Geohydromechanical processes in the Excavation Damaged Zone in crystalline rock, rock salt, and indurated and plastic clays—in the context of radioactive waste disposal
https://doi.org/10.1016/j.pce.2006.04.034 The excavation damaged zone in clay formations time-dependent behaviour and influence on performance assessment
https://doi.org/10.1016/j.pce.2006.04.026 SELFRAC: Experiments and conclusions on fracturing, self-healing and self-sealing processes in clays
https://doi.org/10.1016/j.jrmge.2017.03.006 Effects of temperature and thermally-induced microstructure change on hydraulic conductivity of Boom Clay
https://doi.org/10.1680/geot.2007.57.2.229 Twenty-five years' geotechnical observation and testing in the Tertiary Boom Clay formation
https://doi.org/10.1680/geot.2007.57.2.239 Suction effects in deep Boom Clay block samples
https://doi.org/10.1016/j.compgeo.2011.04.001 ATLAS III in situ heating test in boom clay: Field data, observation and interpretation
https://doi.org/10.1016/j.clay.2003.12.017 Characterisation of induced discontinuities in the Boom Clay around the underground excavations (URF, Mol, Belgium)
https://doi.org/10.1007/s00603-012-0334-y Thermal Impact on Damaged Boom Clay and Opalinus Clay: Permeameter and Isostatic Tests with μCT Scanning
https://doi.org/10.1007/s00603-012-0348-5 Hollow Cylinder Tests on Boom Clay: Modelling of Strain Localization in the Anisotropic Excavation Damaged Zone
https://doi.org/10.1016/j.enggeo.2015.06.011 Impact of excavation damage on the thermo-hydro-mechanical properties of natural Boom Clay
https://doi.org/10.1016/j.compgeo.2015.06.003 Coupled modeling of Excavation Damaged Zone in Boom clay: Strain localization in rock and distribution of contact pressure on the gallery’s lining
https://doi.org/10.3724/sp.j.1235.2010.00103 Design and development of large-scale in-situ PRACLAY heater test and horizontal high-level radioactive waste disposal gallery seal test in Belgian HADES
https://doi.org/10.1007/s00603-013-0409-4 Consequences of the Thermal Transient on the Evolution of the Damaged Zone Around a Repository for Heat-Emitting High-Level Radioactive Waste in a Clay Formation: a Performance Assessment Perspective
https://doi.org/10.1007/s00603-021-02405-2 Numerical Prediction of the Large-Scale in Situ PRACLAY Heater Test in the Boom Clay
https://doi.org/10.1016/j.ijrmms.2020.104558 The large-scale in situ PRACLAY heater test: First observations on the in situ thermo-hydro-mechanical behaviour of Boom Clay
https://doi.org/10.1144/sp536-2022-101 The construction of the HADES underground research laboratory and its role in the development of the Belgian concept of a deep geological repository
https://doi.org/10.1144/sp536-2022-103 Forty years of investigation into the thermo-hydromechanical behaviour of Boom Clay in the HADES URL
https://doi.org/10.1016/j.compgeo.2023.105888 Inverse analysis of two in situ heater tests in Boom Clay to identify a range of anisotropic thermal conductivities
https://doi.org/10.1144/sp536-2023-1 Geological disposal of radioactive waste in deep clay formations: celebrating 40 years of RD&D in the Belgian URL HADES
https://doi.org/10.1016/j.pce.2008.10.033 Similarities in the hydromechanical response of Callovo-Oxfordian clay and Boom Clay during gallery excavation
https://doi.org/10.1016/j.gete.2016.04.002 Gas migration in a Cenozoic clay: Experimental results and numerical modelling
https://doi.org/10.1016/j.jrmge.2013.05.003 TIMODAZ: A successful international cooperation project to investigate the thermal impact on the EDZ around a radioactive waste disposal in clay host rocks
https://doi.org/10.1016/j.clay.2014.09.003 Anisotropic thermal conductivity of natural Boom Clay
https://doi.org/10.1016/j.pce.2008.10.008 Deformation induced by dissolution of salts in porous media
https://doi.org/10.1016/j.enggeo.2016.07.013 Variation of the hydraulic conductivity of Boom Clay under various thermal-hydro-mechanical conditions
https://doi.org/10.1016/j.compgeo.2014.07.008 An elastoplastic model with combined isotropic–kinematic hardening to predict the cyclic behavior of stiff clays
https://doi.org/10.1016/j.jnucmat.2010.08.060 Osmosis-induced swelling of Eurobitum bituminized radioactive waste in constant total stress conditions
https://doi.org/10.1016/j.apgeochem.2021.105156 Boom Clay pore water geochemistry at the Mol site: Experimental data as determined by in situ sampling of the piezometers
https://doi.org/10.1007/s11242-010-9644-2 Deformation and Flow Driven by Osmotic Processes in Porous Materials: Application to Bituminised Waste Materials
https://doi.org/10.1007/s00603-013-0445-0 Thermo-Hydro-Mechanical Effects in Clay Host Rocks for Radioactive Waste Repositories
https://doi.org/10.1007/978-3-642-31116-1_24 Water Retention Properties of Two Deep Belgian Clay Formations
https://doi.org/10.1016/j.apgeochem.2022.105541 Boom Clay pore-water geochemistry at the Mol site: Chemical equilibrium constraints on the concentrations of major elements
https://doi.org/10.1007/s11440-022-01555-z Determination of the anisotropic thermal conductivity of the Boom Clay based on a combined numerical interpretation of two in situ heater tests at different scales
https://doi.org/10.1144/sp536-2022-86 Stability analysis and long-term behaviour of deep tunnels in clay formations
https://doi.org/10.1144/sp536-2022-42 Gas transport in Boom Clay: the role of the HADES URL in process understanding
https://doi.org/10.3389/fnuen.2025.1436490 EURAD state-of-the-art report: thermo-hydro-mechanical behaviour at high temperature of host clay formations
https://doi.org/10.1007/s11709-011-0106-x Studying the stress-suction coupling in soils using an oedometer equipped with a high capacity tensiometer
https://doi.org/10.1016/s0029-5493(96)01346-5 The Belgium underground research facility: Status on the demonstration issues for radioactive waste disposal in clay
https://doi.org/10.1007/s00603-012-0346-7 A Transversely Isotropic Damage Model for Boom Clay
https://doi.org/10.1109/tns.2016.2555337 Proof of Concept for Temperature and Strain Measurements With Fiber Bragg Gratings Embedded in Supercontainers Designed for Nuclear Waste Storage
https://doi.org/10.1016/j.compgeo.2015.01.007 Consolidation around a tunnel in a general poroelastic medium under anisotropic initial stress conditions
https://doi.org/10.1007/978-3-319-52773-4_33 Exploring Fissure Opening and Their Connectivity in a Cenozoic Clay During Gas Injection
https://doi.org/10.3724/sp.j.1235.2010.00124 Heating pulse tests under constant volume on Boom clay
https://doi.org/10.1144/sp536-2022-72 Characterization of Boom Clay anisotropic THM behaviour based on two heating tests at different scales in the HADES URL
https://doi.org/10.1144/sp536-2022-98 Contribution of HADES URL to the development of the Cigéo project, the French industrial centre for geological disposal of high-level and long-lived intermediate-level radioactive waste in a deep clay formation
https://doi.org/10.1144/sp536-2022-87 Assessment of long-term sensor performance based on a large THM experiment in the HADES URL
https://doi.org/10.1016/j.gete.2021.100296 Assessment of sensor performance in the context of geological radwaste disposal—A first case study in the Belgian URL HADES
https://doi.org/10.1680/ssc.41080.0020 Twenty-five years' geotechnical observation and testing in the Tertiary Boom Clay format
https://doi.org/10.3389/fmicb.2023.1134760 The waterbodies of the halo-volcanic Dallol complex: earth analogs to guide us, where to look for life in the universe
https://doi.org/10.1680/ssc.41080.0012 TECHNICAL NOTE: Suction effects in deep Boom Clay block samples
https://doi.org/10.1016/j.compgeo.2025.107365 A stress- and strain-dependent constitutive modelling of the large-scale in situ PRACLAY heater test
https://doi.org/10.1007/s12665-026-12948-8 Effect of heating on clay formations: results of a THM modelling benchmark exercise on two heater tests in indurated and poorly indurated clays
https://doi.org/10.1016/j.jnucmat.2012.08.032 Osmosis-induced water uptake by Eurobitum bituminized radioactive waste and pressure development in constant volume conditions
https://doi.org/10.1016/j.jnucmat.2010.07.019 Deformation of bitumen based porous material: Experimental and numerical analysis
https://doi.org/10.1115/icem2001-1239 Temperature Criterion Related to Clay Based Backfill Materials in the Framework of a Geological Repository of Heat Producing Radioactive Waste (HLW)
https://doi.org/10.1179/1743278214y.0000000216 Preliminary results of corrosion monitoring studies of carbon steel overpack exposed to supercontainer concrete buffer
https://doi.org/10.1016/j.gete.2016.10.005 Studying the thermal conductivity of a deep Eocene clay formation: Direct measurements vs back-analysis results
https://doi.org/10.1117/12.2059369 Microstructured optical fiber Bragg grating-based strain and temperature sensing in the concrete buffer of the Belgian supercontainer concept
https://doi.org/10.1007/978-3-319-09060-3_87 Anisotropy in Oedometer Test on Natural Boom Clay
https://doi.org/10.1144/sp536-2022-93 The role of the HADES URL in better understanding of the Boom Clay pore water geochemistry
https://doi.org/10.1201/b17435-55 Modeling of Excavation Damaged Zone through the strain localization approach in Boom clay
https://doi.org/10.1144/sp400.40 Hydro-chemical modelling of in situ behaviour of bituminized radioactive waste in Boom Clay
https://doi.org/10.1051/epjconf/20100622018 Measurement techniques for in situ stresses around underground constructions in a deep clay formation
https://doi.org/10.1144/sp536 About this title - Geological Disposal of Radioactive Waste in Deep Clay Formations: 40 Years of RD&D in the Belgian URL HADES
https://doi.org/10.1007/978-3-319-99670-7_52 Hydro-Mechanical Modelling of the Boom Clay Excavation, Convergence and Contact with Concrete Lining
https://doi.org/10.1002/nag.2542 A solution around a backfilled cavity in a low‐permeability poroelastic medium with application in in situ heating tests
https://doi.org/10.1680/geolett.14.00015 Investigating the anisotropy of the shear modulus of natural Boom Clay
https://doi.org/10.1557/proc-932-125.1 The Belgian Demonstration Programme for the Disposal of High-Level and Long-Lived Radioactive Waste
Experimental evaluation of the hydraulic resistance of compacted bentonite/Boom Clay interface
https://doi.org/10.1109/animma.2015.7465587 Bare fiber Bragg gratings embedded into concrete buffer supercontainer concept for nuclear waste storage
https://doi.org/10.1002/nag.2689 Numerical simulation of a discontinuous gallery lining's behavior, and its interaction with rock
https://doi.org/10.1139/cgj-2024-0393 Effect of sodium occupancy and solute concentration on the swelling pressure and hydraulic conductivity of Boom Clay
https://doi.org/10.1007/3-540-26736-0_38 Experimental testing and modelling of a Design for HLW Disposal through a Large Scale Mock-Up
EXTENSION OF AN UNDERGROUND LABORATORY IN A DEEP CLAY FORMATION
Geohydromechanical Processes in the Excavation Damaged Zone in \nCrystalline Rock, Rock Salt, and Indurated and Plastic Clays
Thermo-Hydro-Mechanical Modelling of Hollow Cylinder Laboratory Experiments on Boom Clay
https://doi.org/10.1051/epjconf/20135604001 Surface Tests to Demonstrate the Construction Feasibility of the Belgian Supercontainer
https://doi.org/10.1115/icem2013-96332 Long-Term Monitoring Experiences at the HADES Underground Lab and its Relevance for Radwaste Repository Monitoring
https://doi.org/10.1007/978-981-13-0131-5_64 Numerical Modelling of the Excavation Damaged Zone in Hollow Cylinder Experiment of Boom Clay
https://doi.org/10.1115/icem2001-1205 Final Disposal Demonstration Programmes
https://doi.org/10.1115/icem2001-1082 Mock-Up Simulation for the Demonstration of the Belgian High-Level Radioactive Waste Disposal Concept
https://doi.org/10.1201/9781003078654-64 Sinking and lining of the Mol No. 2 freeze shaft
Experimental programme to demonstrate the viability of the supercontainer concept for HLW
Long term loading of the gallery lining in a clay host rock
https://doi.org/10.1139/cgj-2025-0285 Impact of (Na, Ca)NO3 concentration on the deviatoric mechanical behaviour of Boom Clay
Effect of Pore Fluid Chemistry on the Hydro-Mechanical Behaviour of Poorly Indurated Boom Clay
https://doi.org/10.1051/geotech/2025028 Comportement à long terme du revêtement de deux galeries creusées dans de l’argile peu indurée dans le laboratoire souterrain de recherche HADES (Belgique)