Modelling of interaction of bentonite based sealing element and host rock
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68145535%3A_____%2F16%3A00465532" target="_blank" >RIV/68145535:_____/16:00465532 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Modelling of interaction of bentonite based sealing element and host rock
Popis výsledku v původním jazyce
The motivation of the presented work is to increase understanding of hydro-mechanical pro-cesses in bentonite based sealing structures and the surrounding host rock. With this aim a series of SEALEX experiments were realized by IRSN in Tournemire underground rock la-boratory in France. The experiments were consequently simulated within the DECOVALEX 2015 project; see e.g. (Millard et al. [1] and [2]). In this paper, we briefly describe a hydro-mechanical model developed at the Institute of Geonics CAS within the DECOVALEX 2015 project and application of this model for simu-lation of the SEALEX PT-A1 experiment. We extend the work realised within DECOVALEX 2015 (described e.g. in Millard et al. [1] and [2]) by a more detailed modelling, which considers the composition of the sealing plug from prefabricated bentonite/sand made blocks and investigates the effects of gaps between the blocks. Whereas, the modelling described in [1] and [2] used 3D simulations to understand the HM processes in horizontal installation with originally asymmetric technical gap between the plug and surrounding rock, for the purpose of investigation of the role of gaps, a simplified 2D axisymmetric model is used.n
Název v anglickém jazyce
Modelling of interaction of bentonite based sealing element and host rock
Popis výsledku anglicky
The motivation of the presented work is to increase understanding of hydro-mechanical pro-cesses in bentonite based sealing structures and the surrounding host rock. With this aim a series of SEALEX experiments were realized by IRSN in Tournemire underground rock la-boratory in France. The experiments were consequently simulated within the DECOVALEX 2015 project; see e.g. (Millard et al. [1] and [2]). In this paper, we briefly describe a hydro-mechanical model developed at the Institute of Geonics CAS within the DECOVALEX 2015 project and application of this model for simu-lation of the SEALEX PT-A1 experiment. We extend the work realised within DECOVALEX 2015 (described e.g. in Millard et al. [1] and [2]) by a more detailed modelling, which considers the composition of the sealing plug from prefabricated bentonite/sand made blocks and investigates the effects of gaps between the blocks. Whereas, the modelling described in [1] and [2] used 3D simulations to understand the HM processes in horizontal installation with originally asymmetric technical gap between the plug and surrounding rock, for the purpose of investigation of the role of gaps, a simplified 2D axisymmetric model is used.n
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
DH - Báňský průmysl včetně těžby a zpracování uhlí
OECD FORD obor
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Návaznosti výsledku
Projekt
<a href="/cs/project/LQ1602" target="_blank" >LQ1602: IT4Innovations excellence in science</a><br>
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2016
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
45. Geomechanik - Kolloquium
ISBN
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ISSN
1611-1605
e-ISSN
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Počet stran výsledku
15
Strana od-do
205-219
Název nakladatele
Technische Universität Bergakademie Freiberg, Institut für Geotechnik
Místo vydání
Freiberg
Místo konání akce
Freiberg
Datum konání akce
11. 11. 2016
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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