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dc.contributor.authorGens, Antonio
dc.contributor.authorAlcoverro, Jordi
dc.contributor.authorBlaheta, Radim
dc.contributor.authorHasal, Martin
dc.contributor.authorMichalec, Zdeněk
dc.contributor.authorTakayama, Yusuke
dc.contributor.authorLee, Changsoo
dc.contributor.authorLee, Jaewon
dc.contributor.authorKim, Geon Young
dc.contributor.authorKuo, Chia-Wei
dc.contributor.authorKuo, Wan-Jung
dc.contributor.authorLin, Chung-Yi
dc.date.accessioned2021-03-19T08:03:16Z
dc.date.available2021-03-19T08:03:16Z
dc.date.issued2021
dc.identifier.citationInternational Journal of Rock Mechanics and Mining Sciences. 2021, vol. 137, art. no. 104572.cs
dc.identifier.issn1365-1609
dc.identifier.issn1873-4545
dc.identifier.urihttp://hdl.handle.net/10084/142971
dc.description.abstractBentonite-based engineered barriers are a key component of many repository designs for the confinement of high-level radioactive waste and spent fuel. Given the complexity and interaction of the phenomena affecting the barrier, coupled hydro-mechanical (HM) and thermo-hydro-mechanical (THM) numerical analyses are a potentially useful tool for a better understanding of their behaviour. In this context, a Task (INBEB) was undertaken to study, using numerical analyses, the hydro-mechanical and thermo-hydro-mechanical Interactions in Bentonite Engineered Barriers within the international cooperative project DECOVALEX 2019. Two large scale tests, largely complementary, were selected for modelling: EB and FEBEX. The EB experiment was carried out under isothermal conditions and artificial hydration and it was dismantled after 10.7 years. The FEBEX test was a temperature-controlled non-isothermal test combined with natural hydration that underwent two dismantling operations, a partial one after 5 years of heating and a final one after a total of 18.4 years of heating. Direct observation of the state of the barriers was possible during the dismantling operations so that the evolution of barrier heterogeneity under transient conditions could be determined. Four teams performed the HM and THM 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 field observations are presented and discussed. Comparisons involve measurements performed during the performance of the test and data gathered during dismantling. A final evaluation of the performance of the modelling closes the paper.cs
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofseriesInternational Journal of Rock Mechanics and Mining Sciencescs
dc.relation.urihttp://doi.org/10.1016/j.ijrmms.2020.104572cs
dc.rights© 2020 Elsevier Ltd. All rights reserved.cs
dc.subjectDECOVALEXcs
dc.subjectengineered barrierscs
dc.subjectbentonitecs
dc.subjectTHM formulationscs
dc.subjectcoupled numerical analysescs
dc.subjectlarge scale testscs
dc.titleHM and THM interactions in bentonite engineered barriers for nuclear waste disposalcs
dc.typearticlecs
dc.identifier.doi10.1016/j.ijrmms.2020.104572
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume137cs
dc.description.firstpageart. no. 104572cs
dc.identifier.wos000612085400002


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