Feasibility analysis for a radioactive waste repository tunnel

Tunnelling and Underground Space Technology

Volumn 13, Issue 4, 1998, Pages 409-426

  Bobet, A ^a   Aristorenas, G ^b   Einstein, H ^c  

^a PURDUE UNIVERSITY   (United States)

^b WEIDLINGER ASSOCIATES INC   (United States)

^c USA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; ELASTOPLASTICITY; MECHANICAL PERMEABILITY; RADIOACTIVE WASTE DISPOSAL; ROCK MECHANICS; SHALE; STIFFNESS; STRUCTURAL ANALYSIS; TUNNEL LININGS; TUNNELS;

GEOLOGIC FORMATIONS;

GEOLOGICAL REPOSITORIES;

CLAY; ELASTIC PROPERTY; ELASTOPLASTICITY; FEASIBILITY STUDY; RADIOACTIVE WASTE; REPOSITORY; TUNNELING;

SWITZERLAND;

EID: 0032194023     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0886-7798(98)00084-4     Document Type: Article

References (15)

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2. Bellwald, P. 1991. A Contribution to the Design of Tunnels in Argillaceous Rocks. Ph.D. Thesis, Massachusetts Institute of Technology.
3. Descoeudres, F. and M. Kharchafi. 1993. Project CERS No. 2672.1/2387, Rapport intermédiaire sur la partie experimentale en laboratoire - Conception et analyse numérique d'ouvrages souterrains, Laboratoire de Mécanique des Roches, EPFL.
4. Einstein, H. H. 1992. Endlager Wellenberg-Geomechanisches Konzept und Vorschläge zur Lösung der geomechanischen Probleme, Report to NAGRA.
5. Einstein, H.; Bobet, A.; and Aristorenas, G. 1995. Feasibility study opalinuston, NAGRA InternerBericht, 95-61.
6. Hibbit, Karlson, and Sorensen, Inc. 1993. ABAQUS. User's Manual, Version 5.3.
7. IJA-BG. 1991. Consortium d'études du Tunnel du Mont Terri, Galerie de reconnaissance, Rapport d'essais et de mesures dans l'Aalenien, No. 2593-266.
8. IJA-BG. 1992. Consortium d'études du Tunnel du Mont Terri, Tunnel du Mont Terri, Interpretation des mesures de convergence dans le tunnel routier, Rapport Intermédiaire, No. 2593-346.
9. Motor Columbus. 1981. Bericht über die mögliche Hohlraumgrösse bei Endlagerstäten im Opalinuston in Funktion der Tiefenlage, Bericht an Nagra.
10. N-16 Transjurane. 1990. Galérie de reconnaissance-Mont Terri, Essais de laboratoire, Forages TGR1-TGR2 et niches TM474-TM888, Etude demandée par le Service des Ponts et Chaussées de la République et Canton du Jura, R169, Ecole Polytechnique Fédérale de Lausanne.
11. N-16 Transjurane, 1989. Galérie de reconnaissance-Mont Terri, Essais de charge Niche TM 888, Etude demandée par le Service des Ponts et Chaussées de la République et Canton du Jura, R169, Rapport, Ecole Polytechnique Fédérale de Lausanne.
12. Nagra. 1988. Sedimentstudie Endlager für hochaktive Abfälle, Bau and Betrieb, Nagra Interner Bericht, 88-26.
13. Nüesch R. (1989). Felsmechanische Resultate aus Untersuchungen an Opalinuston, Nagra Interner Bericht, NB 89-17. (Also ETH Doctoral Dissertation No. 9349).
14. Schwartz, C. W and Einstein, H. H. 1980. "Simplified Analysis for Ground Structure Interaction in Tunneling Supports," Report No. UMTA-MA06-0100-80-4 to the U.S. Dept. of Transportation (corresponds to Ph.D. Thesis by C. W. Schwarte); see also Einstein and Schwartz 1979 ASCE Journal of the Geotech Division 105, ST4.
15. Schwartz, C. W and Einstein, H. H. 1980. "Simplified Analysis for Ground Structure Interaction in Tunneling Supports," Report No. UMTA-MA06-0100-80-4 to the U.S. Dept. of Transportation (corresponds to Ph.D. Thesis by C. W. Schwarte); see also Einstein and Schwartz 1979 ASCE Journal of the Geotech Division 105, ST4.