Q-system (geotechnical engineering)
Appearance
- For the linguistics formalism, see Q-systems.
The Q-system for rock mass classification was developed by Barton, Lien, and Lunde[1][2][3][4][5][6][7] and updated by Gramstad and Barton[8][9]Cite error: A <ref>
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Further reading
- Bieniawski, Z.T. "Engineering Rock Mass Classifications", John Wiley and Sons, New York, 1989
- Hack, H.R.G.K. (25–28 November 2002). "An evaluation of slope stability classification. Keynote Lecture.". In Dinis da Gama, C.; Ribeira e Sousa, L. (eds.). Proc. ISRM EUROCK’2002. Funchal, Madeira, Portugal: Sociedade Portuguesa de Geotecnia, Lisboa, Portugal. pp. 3–32. ISBN 972-98781-2-9.
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suggested) (help) - Pantelidis, L (2009). "Rock slope stability assessment through rock mass classification systems", International Journal of Rock Mechanics and Mining Sciences, 46(2), (315–325).
- Palmstrom, A.; Broch, E. (2006). "Use and misuse of rock mass classification systems with particular reference to the Q-system". Tunnelling and Underground Space Technology. 21 (6): 575–593. doi:10.1016/j.tust.2005.10.005.
- Müller, L. (1966). The progressive failure in jointed media. Proc. of ISRM Cong., Lisbon. Vol. 3. pp. 679–686.
- {{Cite conference
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See also
- ^ a b Barton, N.R.; Lien, R.; Lunde, J. (1974). "Engineering classification of rock masses for the design of tunnel support". Rock Mechanics and Rock Engineering. 6 (4). Springer: 189–236. doi:10.1007/BF01239496.
- ^ Cite error: The named reference
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was invoked but never defined (see the help page). - ^ a b Barton, N.R.; Lien, R.; Lunde, J. (1977). "Estimation of support requirements for underground excavations & discussion". In Fairhurst, C.; Crouch, S.L. (eds.). Proc. of 16th Symp. on Design Methods in Rock Mechanics, University of Minnesota, Minneapolis, U. S. A, 1975. American Society of Civil Engineers (ASCE), New York. pp. 163–177, 234–241. OL 19853458M.
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suggested) (help) - ^ a b Barton, N.R.; Grimstad, E. (1994). "The Q-system following twenty years of application in NMT support selection; 43rd Geomechanic Colloquy, Salzburg". Felsbau. Verlag Glückauf GmbH, Essen, Germany: 428–436. ISSN 1866-0134.
- ^ a b Barton, N.R. (2000). TBM Tunnelling in Jointed and Faulted Rock. Taylor & Francis. p. 184. ISBN 978-90-5809-341-7.
- ^ a b Barton, N.R. (2002). "Some new Q-value correlations to assist in site characterization and tunnel design". International Journal of Rock Mechanics and Mining Sciences. 39 (2): 185–216. doi:10.1016/S1365-1609(02)00011-4.
- ^ a b Barton, N.R. (2006). Rock Quality, Seismic Velocity, Attenuation and Anisotropy. Taylor & Francis. p. 729. ISBN 978-0-415-39441-3.
- ^ a b Barton, N.R. (1988). "Rock Mass Classification and Tunnel Reinforcement Selection using the Q-system". In Kirkaldie, L. (ed.). Rock Classification Systems for Engineering Purposes: ASTM Special Technical Publication 984. Vol. 1. ASTM International. pp. 59–88. doi:10.1520/STP48464S. ISBN 978-0-8031-0988-9.
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suggested) (help) - ^ a b Grimstad, E.; Barton, N.R. (1993). "Updating the Q-system for NMT". In Kompen, C.; Opsahl, S.L.; Berg, S.L. (eds.). Proc. of the International Symposium on Sprayed Concrete - Modern Use of Wet Mix Sprayed Concrete for Underground Support, Fagernes, 1993. Norwegian Concrete Association, Oslo. pp. 163–177, 234–241. OL 19853458M.
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suggested) (help) - ^ Barton, N.R.; Grimstad, E. (2014a). An illustrated guide to the Q-system following 40 years use in tunnelling. p. 43.
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ignored (help) - ^ Barton, N.R.; Grimstad, E. (2014b). 40 years with the Q-system in Norway and abroad. Fjellsprengningsteknikk, Bergmekanikk, Geoteknikk. The Norwegian Tunnelling Society (NFF), Oslo. pp. 4.1 – 4.25.
- ^ Barton, N. (2014). Lessons learned using empirical methods applied in mining. Lima, Peru. p. 24.
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