Hydro-mechanical evolution of the EDZ as transport path for radionuclides and gas: insights from the Mont Terri rock laboratory (Switzerland)
Autor: | Rainer Senger, Paul Marschall, Rémi De La Vassière, Christophe Nussbaum, Bill Lanyon, Hua Shao, Helen Leung, A. Lisjak, Silvio B. Giger, Thomas Trick, Andrés Alcolea |
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Rok vydání: | 2017 |
Předmět: |
Functional features
0211 other engineering and technologies Geology Excavation 02 engineering and technology Limiting 010502 geochemistry & geophysics 01 natural sciences Pore water pressure Mining engineering Closure (computer programming) Geotechnical engineering 021101 geological & geomatics engineering 0105 earth and related environmental sciences |
Zdroj: | Swiss Journal of Geosciences. 110:173-194 |
ISSN: | 1661-8734 1661-8726 |
Popis: | The excavation damaged zone (EDZ) around the backfilled underground structures of a geological repository represents a release path for radionuclides, which needs to be addressed in the assessment of long-term safety. Additionally, the EDZ may form a highly efficient escape route for corrosion and degradation gases, thus limiting the gas overpressures in the backfilled repository structures. The efficiency of this release path depends not only on the shape and extent of the EDZ, but also on the self-sealing capacity of the host rock formation and the prevailing state conditions, such as in situ stresses and pore pressure. The hydro-mechanical and chemico-osmotic phenomena associated with the formation and temporal evolution of the EDZ are complex, thus precluding a detailed representation of the EDZ in conventional modelling tools for safety assessment. Therefore, simplified EDZ models, able to mimic the safety-relevant functional features of the EDZ in a traceable manner are required. In the framework of the Mont Terri Project, a versatile modelling approach has been developed for the simulation of flow and transport processes along the EDZ with the goal of capturing the evolution of hydraulic significance of the EDZ after closure of the backfilled underground structures. The approach draws on both empirical evidence and experimental data, collected in the niches and tunnels of the Mont Terri rock laboratory. The model was benchmarked with a data set from an in situ self-sealing experiment at the Mont Terri rock laboratory. This paper summarises the outcomes of the benchmark exercise that comprises relevant empirical evidence, experimental data bases and the conceptual framework for modelling the evolution of the hydraulic significance of the EDZ around a backfilled tunnel section during the entire re-saturation phase. |
Databáze: | OpenAIRE |
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