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Evaluation of the predictive capability of coupled thermo-hydro-mechanical models for a heated bentonite/clay system (HE-E) in the Mont Terri Rock Laboratory

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Abstract

Process understanding and parameter identification using numerical methods based on experimental findings are key aspects of the international cooperative project DECOVALEX (DEvelopment of COupled models and their VALidation against Experiments http://www.decovalex.org). Comparing the long-term predictions from numerical models against experimental results increases confidence in the site selection and site evaluation process for a radioactive waste repository in deep geological formations. In the present phase of the project, DECOVALEX2015, eight research teams have developed and applied models for simulating the HE-E in situ heater experiment in the Opalinus Clay in the Mont Terri Rock Laboratory in Switzerland. The modelling task was divided into two study stages, related to prediction and interpretation of the experiment. A blind prediction of the HE-E experiment was performed based on calibrated parameter values for both the Opalinus Clay, which were derived from the modelling of another in situ experiment (HE-D experiment in the Mont Terri Rock Laboratory), and calibrated parameters for MX80 granular bentonite and a sand/bentonite mixture, which were derived from modelling of laboratory column tests. After publication of the HE-E experimental data, additional functions for coupled processes were analysed and considered in the different models. Moreover, parameter values were varied to interpret the measured temperature, relative humidity and pore pressure evolution. Generally, the temperature field can be well reproduced and is mainly controlled by thermal conductivity in the heat conduction process; the thermal conductivities of buffer materials and Opalinus Clay strongly depend on the degree of water saturation. The distribution of relative humidity is acceptable as it is reproduced by using both the Richards’ flow model and the multiphase flow model. Important here is to consider the vapour diffusion process. The analysis of the predictive and interpretative modelling confirms that the main processes in the system have been understood at least for the short-term experimental duration and captured using the models developed and associated parameters with respect to the thermal and hydraulic aspects in the high-level nuclear waste disposal in clay formations. The additional experimental results will help to increase confidence in the THM models and in process understanding.

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Acknowledgements

The members of Task B1 express their thanks for the financial support provided by the Funding Organisations of the DECOVALEX-2015 project and for measured data from experiments supplied by the EU-PEBS project. CAS team’s work was finically supported by National Natural Science Foundation of China (Nos. 51322906, 41272349).

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Correspondence to H. Shao.

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Disclaimer: The statements made in the paper are, however, solely those of the authors and do not necessarily reflect the opinions of funding organisation(s). Also, no responsibility is assumed by the authors for any damage to property or persons as a result of operation or use of this publication and/or the information contained. Therein the views expressed herein do not necessarily reflect the views or regulatory positions of the US Nuclear Regulatory Commission (USNRC) and do not constitute a final judgment or determination of the matters addressed or of the acceptability of any licensing action that may be under consideration at the USNRC.

This article is part of a Topical Collection in Environmental Earth Sciences on “DECOVALEX 2015”. Guest edited by Jens T. Birkholzer, Alexander E. Bond, John A. Hudson, Lanru Jing, Hua Shao and Olaf Kolditz.

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Garitte, B., Shao, H., Wang, X.R. et al. Evaluation of the predictive capability of coupled thermo-hydro-mechanical models for a heated bentonite/clay system (HE-E) in the Mont Terri Rock Laboratory. Environ Earth Sci 76, 64 (2017). https://doi.org/10.1007/s12665-016-6367-x

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