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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

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    10102 - Applied mathematics

Result continuities

  • Project

  • 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

  • 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

  • UT code for WoS article

    000393021400020

  • EID of the result in the Scopus database