DOI QR코드

DOI QR Code

Modeling large underground structures in rock formations

  • e Sousa, Luis Ribeiro (University of Porto, Faculty of Engineering, Department of Civil Engineering) ;
  • Miranda, Tiago (University of Minho, Department of Civil Engineering, School of Engineering)
  • Received : 2010.11.17
  • Accepted : 2011.02.08
  • Published : 2011.03.25

Abstract

A methodology for jointed rock mass characterization starts with a research based on geological data and tests in order to define the geotechnical models used to support the decision about location, orientation and shape of cavities. Afterwards a more detailed characterization of the rock mass is performed allowing the update of the geomechanical parameters defined in the previous stage. The observed results can be also used to re-evaluate the geotechnical model using inverse methodologies. Cases of large underground structures modeling are presented. The first case concerns the modeling of cavities in volcanic formations. Then, an application to a large station from the Metro do Porto project developed in heterogeneous granite formations is also presented. Finally, the last case concerns the modeling of large cavities for a hydroelectric powerhouse complex. The finite element method and finite difference method software used is acquired from Rocscience and ITASCA, respectively.

Keywords

References

  1. Barton, N., Chryssanthakis, P., Tunbridge, L., Kristiansen, J., Loset, F., Bhasin, R., Westerdahl, H. and Vik, G. (1994), "Predicted and measured performance of the 62m span Norwegian Olympic ice hockey cavern at Gjovik", Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 31(6), 617-641. https://doi.org/10.1016/0148-9062(94)90004-3
  2. Cafofo, P. and Sousa, L.R. (2007), "Innovative underground works at Madeira Island, Portugal", 11th ACUUS Conference on Underground Space: Expanding the Frontiers, Kaliampakos & Bernardos (Eds), Lavrios, 137-143.
  3. CENORGEO (2005), Geological-geotechnical study of the Socorridos cavern, Technical Report, Lisbon. (in Portuguese)
  4. Challoub, M. (2006), Apports des methodes d'homogeneisation numeriques a la classification des massifs rocheux fractures, PhD Thesis, Ecole Nationale Superieure des Mines, Paris.
  5. Eclaircy-Caudron, S., Dias, D., Kastner, R., Miranda, T., Correia, A.G. and Sousa, L.R. (2007), "Inverse analysis of two geotechnical works: a tunnel and a cavern", 5th Int. Workshop on Applications Computational Mechanics in Geotechnical Engineering, Sousa, Fernandes, Azevedo & Vargas (eds), Guimaraes, 125-142.
  6. Ferreira, P., Quelhas, J., Fernandes, E., Almeida, H., Sousa, L.R. and Calçada, R. (2005), "Geomechanical analysis of an underground station of Metro do Porto", ISRM Symposium EUROCK 2005, Konecny (ed), Brno, 121-127.
  7. Goodman, R. and Shi, G. (1985), Block theory and its application to rock mechanics, Prentice-Hall, New Jersey.
  8. Lemos, J.V. (1987), A distinct element model for dynamic analysis of jointed rock with application to dam foundation and fault motion, PhD Thesis, Univ. of Minnesota.
  9. Lemos, J.V. (2010), "Modeling rock masses in large underground works", Conference on Hydroelectric Schemes in Portugal. A New Cycle, Cruz, Cunha, Maia & Pinto (eds.), University of Porto, Porto, 143-155. (in Portuguese)
  10. Li, Y. and Xia, C. (2000). "Time-dependent tests on intact rock in uniaxial compression", Int. J. Rock Mech. Min. Sci., 37, 467-475. https://doi.org/10.1016/S1365-1609(99)00073-8
  11. Menezes, A.T., Varela, F.M., Sousa, L.R. and Moura, F. (2007), "Geomechanical studies for a road tunnel in volcanic formations", ITA Congress, Prague.
  12. Miranda, T. (2003), Contribution to the calculation of geomechanical parameters for underground structures modeling in granite formations, MSc Thesis. University of Minho, Guimaraes, 186. (in Portuguese)
  13. Miranda, T. (2007), Geomechanical parameters evaluation in underground structures. Bayesian probabilities and inverse methods, PhD Thesis, University of Minho, Guimaraes, 317.
  14. Miranda, T., Correia, A.G., Sousa, L.R. and Lima, C. (2004), "Numerical modelling a large underground powerhouse using geomechanical parameters obtained by artificial intelligence techniques", ISRM Symposium, Ohnishi & Aoki (eds), Kyoto, 574-584.
  15. Miranda, T., Sousa, L.R. and Correia, A.G. (2008), "Bayesian framework for the deformability modulus updating in an underground structure", 42nd US Rock Mechanics Symposium, San Francisco, 7.
  16. Moura, F. and Sousa, L.R. (2007), "Road tunnels at Madeira Island, Portugal", Workshop on Volcanic Rocks, Malheiro & Nunes (eds.), Ponta Delgada, 201-206.
  17. Saroglou, H. and Tsiambaos, G. (2007). "Classification of anisotropic rocks", In Sousa, Olalla and Grossman (editors), 11th Congress of the ISRM, 191-196. Lisboa, Portugal.
  18. Sousa, L.R., Miranda, T., Eclaircy-Caudron, S. and Dias, D. (2009), "Estimation of joint rock masses parameters in large underground hydroelectric schemes", Int. Conf. on Rock Joints and Jointed Rock Masses, Tucson, 11.
  19. Sousa, L.R., Einstein, H.H., Bobet, A. and Callahan, G. (2008), "New models for geomechanical characterization in underground engineering", Research proposal for DUSEL, Lead, 6.
  20. Sousa, R.L. (2010), Risk analysis for tunneling projects, PhD thesis, MIT, Cambridge, 589.
  21. Yufin, S., Lamonina, E. and Postolskaya, O. (2007), "Estimation of strength and deformation parameters of jointed rock masses", 5th Int. Workshop on Applications Computational Mechanics in Geotechnical Engineering, Sousa, Fernandes, Azevedo & Vargas (eds), Guimaraes, 3-15.