Comparative modelling approaches of hydro-mechanical processes in sealing experiments at the Tournemire URL
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68145535%3A_____%2F17%3A00482345" target="_blank" >RIV/68145535:_____/17:00482345 - isvavai.cz</a>
Result on the web
<a href="https://link.springer.com/article/10.1007/s12665-016-6324-8" target="_blank" >https://link.springer.com/article/10.1007/s12665-016-6324-8</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/s12665-016-6324-8" target="_blank" >10.1007/s12665-016-6324-8</a>
Alternative languages
Result language
angličtina
Original language name
Comparative modelling approaches of hydro-mechanical processes in sealing experiments at the Tournemire URL
Original language description
In this paper, a comparative modelling exercise from the DECOVALEX-2015 project is presented. The exercise is based on in situ experiments, performed at the Tournemire Underground Research Laboratory (URL), run by the IRSN (Institut de Radioprotection et de Surete Nucleaire), in France. These experiments aim at identifying conditions (e.g. technical specifications, design, construction, and defects) that will affect the long-term performance of swelling clay-based sealing systems, which is of key importance for the safety of underground nuclear waste disposal facilities. A number of materials are being considered as seals, the current work focusses on a 70/30 MX80 bentonite-sand mixture initially compacted at a dry density of 1.94 Mg/m(3). The performance of the sealing plug involves at least three different important components, which are the hydro-mechanical behaviour of the bentonite-sand core, the overall permeability of the surrounding argillite, and the influence of the technological gap between the core and the argillite. Two particular tests have been selected for a comparative modelling exercise: the WT-1 test, which was designed to study the rock mass permeability, and the PT-A1 test, which aimed at quantifying the evolution of the hydro-mechanical field within the bentonite-sand core. A number of independent teams have worked towards modelling these experiments, using different codes and input parameters calibrated on additional small-scale laboratory experiments. Their results are compared and discussed.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
10102 - Applied mathematics
Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Environmental Earth Sciences
ISSN
1866-6280
e-ISSN
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Volume of the periodical
76
Issue of the periodical within the volume
2
Country of publishing house
DE - GERMANY
Number of pages
19
Pages from-to
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UT code for WoS article
000393021400020
EID of the result in the Scopus database
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