T-H-M modelling of the Prototype Repository Experiment: Comparison with current measurements

Advances in Understanding Engineered Clay Barriers - Proceedings of the International Symposium on Large Scale Field Tests in Granite

Volumn , Issue , 2005, Pages 339-346

  Ledesma, A ^a   Chen, G J ^a  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

COMPACTED BENTONITE; COUPLED PROCESS; CURRENT MEASUREMENTS; DEGREE OF SATURATIONS; DEVELOPED MODEL; EUROPEAN COMMUNITY; FIELD MEASUREMENT; FIELD TEST; FULL SCALE TESTS; HARD ROCKS; HIGH LEVEL RADIOACTIVE WASTES; KEY PARAMETERS;

CLAY; GRANITE; RADIOACTIVE WASTE DISPOSAL; RADIOACTIVE WASTES;

EXPERIMENTS;

EID: 84863012040     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. Dahlström, L-O. (1998). Test Plan for the Prototype Repository. NCC Teknik, SKB, Sweden.
2. Börgesson, L. (2001). Compilation of laboratory data for buffer and backfill materials in the Prototype Repository. Äspö Hard Rock Laboratory, International Progress Report IPR-01-34, SKB, Sweden.
3. FEBEX. (2000). FEBEX Project. Full-scale engineered barriers experiment for a deep geological repository for high level radioactive waste in crystalline host rock. Final Report. ENRESA Technical Publication 1/2000. Madrid, Spain.
4. Gens, A., García-Molina, A.J., Olivella, S., Alonso, E.E. & Huertas, F. (1998). Analysis of a full scale "in situ" test simulating repository conditions. Int. Journal Numerical and Analytical methods in Geomechanics, 22, p. 515-548. (Pubitemid 28434310)
5. Gens, A. & Olivella, S. (2000). Non-isothermal multiphase flow in deformable porous media. Coupled formulation and application to nuclear waste disposal. In Developments in Theoretical Geomechanics. Smith & Carter eds., Balkema, Rotterdam, p. 619-640.
6. Gens, A., Vaunat, J. & Ledesma, A. (1995). Analysis of hydration of an engineered barrier in a radioactive waste repository scheme using an elastoplastic model. Proc. 1st Int. Conf. on Unsaturated Soils, Alonso&Délage eds., Balkema, p. 1065-1073.
7. Goudarzi, R. & Börgesson, L. (2003). Prototype Repository. Sensors Data Report (Period 010917-030301). Report no 5. Äspö Hard Rock Laboratory, International Progress Report IPR-03-23, SKB Sweden.
8. Ledesma, A. & Chen, G. (2003). T-H-M modelling of the Prototype Experiment at Äspö HRL (Sweden). Proc. Int. Conf. GeoProc, Stockholm, October. CD-ROM.
9. Olivella, S., Gens, A., Carrera, J. & Alonso, E.E. (1996). Numerical formulation for a simulator (CODE-B-RIGHT) for the coupled analysis of saline media. Engineering Computations, 13, no. 7, p. 87-112.
10. Persson, G. & Broman, O. (2000). Prototype Repository. Project Plan FIKW-CT-2000-00055. Äspö Hard Rock Laboratory. International Progress Report, IPR-00-31. SKB, Sweden.
11. Svemar, Ch. & Pusch, R. (2000). Prototype Repository. Project description FIKW-CT-2000-00055. Äspö Hard Rock Laboratory. International Progress Report, IPR-00-31. SKB, Sweden.