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A Numerical Simulation of a Full Scale In-Situ Experiment on the Hydromechanical Behaviour of a Clay Based Backfill

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Application of Numerical Methods to Geotechnical Problems

Part of the book series: International Centre for Mechanical Sciences ((CISM,volume 397))

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Abstract

The results a numerical simulation of an in situ test, performed in the HADES underground laboratory (Mol, Belgium), are presented. The experiment (known as BACCHUS 2) demonstrates an installation procedure for a clay based backfill material made of a mixture of high density Boom clay pellets and Boom clay powder. The results achieved have been used as one of a series of validation exercises designed to assess the performance of a thermo-hydro-mechanical computer code.

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References

  • EUR 16860 EN/FR. 1996 — Demonstration of the in situ application of an industrial clay-based backfill material (Démonstration de la mise en place in situ d’un matériau de remplissage industriel à base d’argile) (Bacchus 2). Report. Directorate-General. Science, Research and Development. ISBN 92–827–7761–8, pp209.

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© 1998 Springer-Verlag Wien

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Rees, S.W., Thomas, H.R., Bernier, F. (1998). A Numerical Simulation of a Full Scale In-Situ Experiment on the Hydromechanical Behaviour of a Clay Based Backfill. In: Cividini, A. (eds) Application of Numerical Methods to Geotechnical Problems. International Centre for Mechanical Sciences, vol 397. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2512-0_16

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  • DOI: https://doi.org/10.1007/978-3-7091-2512-0_16

  • Publisher Name: Springer, Vienna

  • Print ISBN: 978-3-211-83141-0

  • Online ISBN: 978-3-7091-2512-0

  • eBook Packages: Springer Book Archive

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