Monitoring Large-Scale Tests for Nuclear Waste Disposal

  • Eduardo E. Alonso
  • Sarah M. Springman
  • Charles W. W. Ng
Original Paper

Abstract

Two large-scale “in situ” demonstration experiments and their instrumentation are described. The first test (FEBEX Experiment) involves the hydration of a compacted bentonite barrier under the combined effect of an inner source of heat and an outer water flow from the confining saturated granite rock. In the second case, the progressive de-saturation of Opalinus clay induced by maintained ventilation of an unlined tunnel is analyzed. The paper shows the performance of different sensors (capacitive cells, psychrometers, TDR’s) and a comparison of fill behaviour with modelling results. The long term performance of some instruments could also be evaluated specially in the case of FEBEX test. Capacitive sensors provide relative humidity data during long transient periods characterised by very large variations of suction within the bentonite.

Keywords

Field record Case history Bentonite Suction Relative humidity Capacitive sensor TDR sensor Psychrometer Modelling Reliability 

References

  1. Alonso EE, Alcoverro J, Coste F, Malinsky L, Merrien-Soukatchoff V, Kadiri I, Nowak T, Shao H, Nguyen TS, Selvadurai APS, Armand G, Sobolik SR, Itamura M, Stone CM, Webb SW, Rejeb A, Tijani M, Maouche Z, Kobayashi A, Kurikami H, Ito A, Sugita Y, Chijimatsu M, Borgesson L, Hernelind J, Rutqvist J, Tsang C-F, Jussila P (2005) The FEBEX benchmark test: case definition and comparison of modelling approaches. Int J Rock Mech Min Sci 42:611–638CrossRefGoogle Scholar
  2. DIT-UPC (2002) CODE_BRIGHT. A 3-D program for thermo-hydro-mechanical analysis in geological media. USER’S GUIDE. Centro Internacional de Métodos Numéricos en Ingeniería (CIMNE), BarcelonaGoogle Scholar
  3. Fälth B, Börgesson L, Hökmark H, Hernelind J (2005) THM predictive modelling of the Temperature Buffer Test- clay technology’s contribution. In: Alonso EE, Ledesma A (eds) Advances in understanding engineered clay barriers. Balkema, Rotterdam, pp 461–482Google Scholar
  4. García-Siñeriz JL, Bárcena I, Fernández PA, Sanz FJ (2004) Instrument analysis report. Project deliverable D14, Aitemin internal report, Madrid. Project NO.70-AIT-L-6-9, 79 pp. Google Scholar
  5. Huertas F, Fuentes-Cantillana JL, Jullien F, Rivas P, Linares J, Fariña P, Ghoreychi M, Jockwer N, Kickmaier W, Martinet MA, Samper J, Alonso EE, Elorza FS (2000) Full scale engineered barriers experiment for a high-level radioactive waste in crystalline host rock (FEBEX Project). Final Report, European Commission, Report n° EUR 19147 ENGoogle Scholar
  6. Ledesma A, Chen GJ (2005) T-H-M modelling of the prototype repository experiment: comparison with current measurements. In: Alonso EE, Ledesma A (eds) Advances in understanding engineered clay barriers. Balkema, Rotterdam, pp 337–346Google Scholar
  7. Lloret A, Villar MV, Sánchez M, Gens A, Pintado X, Alonso EE (2003) Mechanical behavior of heavily compacted bentonite under high suction changes. Géotechnique 53(1):27–40CrossRefGoogle Scholar
  8. Martin CD, Lanyon GW (2003) Measurement of in-situ stress in weak rocks at Mont Terri Rock Laboratory, Switzerland. Int J Rock Mech Min Sci 40:1077–1088CrossRefGoogle Scholar
  9. Mayor JC, García-Siñeriz JL, Velasco M, Gómez-Hernández J, Lloret A, Matray JM, Coste F, Giraud A, Rothfuchs T, Marschall P, Rösli U, Mayer G (2005) Ventilation experiment in Opalinus clay for the management of radioactive waste. Technical Publication 07/2005. Enresa, MadridGoogle Scholar
  10. Olivella S, Carrera J, Gens A, Alonso EE (1994) Nonisothermal multiphase flow of brine and gas through saline media. Transp Porous Media 15:271–293CrossRefGoogle Scholar
  11. Olivella S, Gens A, Carrera J, Alonso EE (1996) Numerical formulation for simulator (CODE_BRIGHT) for coupled analysis of saline media. Eng Comput 13(7):87–112CrossRefGoogle Scholar
  12. Olivier HJ (1979) Some aspects of the influence of mineralogy and moisture redistribution on the weathering behaviour of mudrock. In: Proceedings of the 4th international conference on rock mechanics. Montreux, Switzerland, vol 3. pp 467–474Google Scholar
  13. Sánchez M (2004) Thermo-hydro-mechanical coupled analysis in low permeability media. PhD Thesis, UPC, SpainGoogle Scholar
  14. Sandén T, Goudarzi R, Börgesson L (2005) Transducers and cable connections for measuring THM-processes in engineering barriers—design and experiences. In: Alonso EE, Ledesma A (eds) Advances in understanding engineered clay barriers. Balkema, Rotterdam, pp 21–34Google Scholar
  15. Thomas HR, Cleall PJ, Melhuish TA (2005) Simulation of the prototype repository. In: Alonso EE, Ledesma A (eds) Advances in understanding engineered clay barriers. Balkema, Rotterdam, pp 347–352Google Scholar
  16. Velasco M, Pedraza L (2004) Ventilation experiment in Opalinus clay “VE” experiment. Hydromechanical interpretation and modelling (Task T71). Project Deliverable 19a, EC Contract FIKW-CT 2001-00126, Enresa, MadridGoogle Scholar
  17. Villar MV, García-Siñeriz JL, Bárcena I, Lloret A (2005) State of the bentonite barrier after five years of operation of an in situ test simulating a high level radioactive waste repository. Eng Geol 80:175–198CrossRefGoogle Scholar

Copyright information

© Springer Science+Business Media B.V. 2008

Authors and Affiliations

  • Eduardo E. Alonso
    • 1
  • Sarah M. Springman
    • 2
  • Charles W. W. Ng
    • 3
  1. 1.Department of Geotechnical Engineering and GeosciencesUniversitat Politècnica de CatalunyaBarcelonaSpain
  2. 2.Institute for Geotechnical EngineeringSwiss Federal Institute of Technology (ETHZ)ZurichSwitzerland
  3. 3.Hong Kong University of Science and TechnologyClear Water Bay, KowloonHong Kong

Personalised recommendations