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Blastability Quality System (BQS) for using it, in bedrock excavation

  • Christaras, B. (Department of Geology, Aristotle University of Thessaloniki) ;
  • Chatziangelou, M. (Department of Geology, Aristotle University of Thessaloniki)
  • Received : 20130230
  • Accepted : 2014.07.02
  • Published : 2014.09.10

Abstract

Success in the excavation of foundations is commonly known as being very important in asserting stability. Furthermore, when the subjected formation is rocky and the use of explores is required, the demands of successful blasting are multiplied. The quick and correct estimation of excavation's characteristics may help the design of building structures, increasing their safety. The present paper proposes a new classification system which connects blastability and rock mass quality. This new system primarily concerns poor and friable rock mass, heavily broken with mixture of angular and rounded rock pieces. However, it should concern medium and good quality rock mass. The Blastability Quality System (BQS) can be an easy and widely - used tool as it is a quick calculator for blastability index (BI) and rock mass quality. Taking into account the research calculations and the parameters of BQS, what has been at question in this paper is the effect of BI magnitude on a geological structure.

Keywords

References

  1. Barton, N.R., Lien, R. and Lunde, J. (1980), Application of the Q-system in design decisions, Ed. M. Bergman, 2, Pergamon, New York.
  2. Bieniawski, A.T. (1974), "Geomichanics classification of rock masses and its application in tunnelling", Proc. Third Int. Congress on Rock Mechanics, ISRM, Denver.
  3. Bieniawski, Z.T. (1989), Engineering Rock Mass Classifications, Wiley, New York.
  4. Cai, M., Kaiser, P.K., Uno, H., Tasaka, Y. and Minami, M. (2004), "Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system", Int. J. Rock Mecd. Min. Sci., 41, 3-19. https://doi.org/10.1016/S1365-1609(03)00025-X
  5. Chatziangelou, M., Thomopoulos, A. and Christaras, B. (2010), "Excavation data and failure investigation along tunnel of symbol mountain", Bulletin of the Geological Society of Greece.
  6. Christaras, B., Chatziangelou, M., Malliaroudakis, E. and Merkos, S. (2001), "Support capacity of wedges and RMR classification along the Asprovalta tunnel of Egnatia Highway, in N. Greece", 9th Congress of Engineering Geology for Developing Countries, Durban.
  7. Deere, D.U. and Deere, D.W. (1988), The rock quality designation (RQD) index in practice, In Rock classification systems for engineering purposes, Ed. L. Dirkaldie, ASTM Special Publication, Philadelphia.
  8. Deere, D.U. (1989), Rock puality designation (RQD) after 20 years, U.S. Army Corps Engrs Contract Report GL-89-1, Vicksburg, MS, Waterways Experimental Station.
  9. Hino, K. (1959), Theory and Practice of Blasting, Noppon Kayaku Co, Ltd, Japan.
  10. Hoek, E. (1983), "Strength of jointed rock masss", 23rd Rankine Lecture, Geotechnique, 33(3), 187-223.
  11. Hoek, E. (1994), "Strength of rock and rock masses", ISRM News J., 2(2), 4-16.
  12. Hoek, E. and Brown, E.T. (1980), "Empircal strength criterion of rock masse"s", J. GeotechEng. Div., ASCE, 106(9), 1013-1035.
  13. Hoek, E., Wood, D. and Shah S. (1992), "A modified Hoek - Brown criterion for jointed rock masses", Proceedings of Rock Characterization, Symposium on international Society of Rock Mechanics: Eurock'92, Ed. Hudson, J.A., British Geotechnical Society, London.
  14. Hoek, E., Kaiser, P.K. and Bawden, W.F. (1995), Support of underground excavations in hard rock, Rotterdam, Balkema.
  15. Hoek, E. and Brown, E.T. (1997), "Practical estimates of rock mass strength", Int. J. Rock Mech. Min. Sci., 34(8), 1165-86. https://doi.org/10.1016/S1365-1609(97)80069-X
  16. Hoek, E. and Karzulovic, A. (2000), Rock mass properties for surface mines, Slope Stability in Surface Mining, Eds. Hustralid, W.A., McCarter, M.K. and van Ayl, D.J.A., Society for Mining, Metallurgical and Exploration (SME), Littleton, Colorado.
  17. HoekE., Marinos, P. and Benissi, M. (1998), "Applicability of the Geological Strength Index (GSI) classification for very weak and sheared rock masses, The case of the Athens Schist Formation", Bull. Eng. Geol. Environ., 57(2), 151-160. https://doi.org/10.1007/s100640050031
  18. Jimeno, C.L., Jinemo, E.L. and Carcedo, F.J.A. (1995), Drilling & Blasting of Rocks, Ed. Bulkema, A.A., Brookfield Publication, Rotterdum.
  19. Kaushik, D. and Phalguni, S. (2003), "Concept of blastability - an update", Indian Min. Eng. J., 42(8&9), 24-31.
  20. Latham, J.P. and Lu, P. (1999), "Development of a assessment system for the blastability of rock masses", Int. J. Rock Mech. Min. Sci., 36, 41-55. https://doi.org/10.1016/S0148-9062(98)00175-2
  21. Lilly, P. (1986), "An empirical method of assessing rockmassblastability", Large Open Pit Mine Conference, Newman, Australia, October.
  22. Mohs, F. (1812), Versucheiner Elementar-Methodezur Naturhistorischen Bestimmung und Erkennung von Fossilien, Osterreich Lexikon.
  23. Marinos, P. and Hoek, E. (2000), "GSI - a geologically friendly tool for rock mass strength estimation", Proc. GeoEng. 2000 Conference, Melbourne.
  24. Marinos, P. and Hoek, E. (2001), "Estimating the geotechnical properties of heterogeneous rock masses such as flysch", Bull. EgGeol. Environ. (IAEG), 60, 85-92.
  25. Marinos, P., Marinos, V. and Hoek, E. (2007), Geological Strength Index (GSI), A characterization tool for assessing engineering properties for rock masses, Eds. Romana, Perucho, Olalla, Underground Works under Special Conditions, Taylor and Francis, Lisbon.
  26. Murthy, V.D.K. and Raitani, R. (2003), "Prediction of overbreak in underground tunnel blasting, a case study", J. Can. Tunnel. Can., 109-115.
  27. Palmstrom, A. (2000), "Recent developments in rock support estimates by the RMi", J. Rock Mech. Tunnel. Tech., 6(1), 1-19.
  28. Palmstrom, A. (2009), Combining the RMR, Q and RMi classification systems, www.rockmass.net.
  29. Priest, S.D. and Hudson, J.A. (1976), "Discontinuity spacings in rock", Int. J. Rock. Mech. Min. Sci. Gomech., 13, 135-148.
  30. Singh, P. and Sinha, A. (2012), Rock Fragmentation by blasting, Taylor & Francis, CRC Press.
  31. Sonmez, H. and Ulusay, R. (1999), "Modifications to the geological strength index (GSI) and their applicability to stabhility of slopes", Int. J. Rock Mech. Min. Sci., 36, 743-760. https://doi.org/10.1016/S0148-9062(99)00043-1
  32. Szymanski, A. and Szymanski, J.M. (1989), Hardness Estimation of Minerals, Rocks and Ceramic Materials", Elsevier, Amsterdam.
  33. Tsonos, A.D.G. (2010), "Performance enhancement of R/C building columns and beam-column joints through shotcrete jacketing", Eng. Struct., 32(3), 726-740. https://doi.org/10.1016/j.engstruct.2009.12.001
  34. Tsiambaos, G. and Saroglou, H. (2010), "Excavatability assessment of rock masses using the Geological Strength Index (GSI)", Bull. Eng. Geol. Environ., 69, 13-27. https://doi.org/10.1007/s10064-009-0235-9

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