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Erschienen in: Rock Mechanics and Rock Engineering 5/2012

01.09.2012 | Editorial

Editorial

verfasst von: Giovanni Barla

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 5/2012

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Excerpt

In the modeling of rock mechanics and rock engineering problems, one is faced with the choice of continuum or discrete methods, depending on the problem scale and the geometry of the discontinuous features in rock and in rock masses. Typically, continuum methods are used when no fractures or many fractures are present, whereas discrete methods are more appropriate for describing moderately fractured media containing a limited number of discontinuities. …

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Literatur
Zurück zum Zitat Cundall PA (1971) A computer model for simulating progressive large scale movements in blocky rock systems. In: Proceedings of the international symposium on rock fracture, Nancy, October 1971. International Society for Rock Mechanics (ISRM), vol 1, paper no. II–8, pp 129–136 Cundall PA (1971) A computer model for simulating progressive large scale movements in blocky rock systems. In: Proceedings of the international symposium on rock fracture, Nancy, October 1971. International Society for Rock Mechanics (ISRM), vol 1, paper no. II–8, pp 129–136
Zurück zum Zitat Goodman RE, Taylor RL, Brekke TL (1968) A model for the mechanics of jointed rock. J Soil Mech Found Div ASCE 94(SM3):637–659 Goodman RE, Taylor RL, Brekke TL (1968) A model for the mechanics of jointed rock. J Soil Mech Found Div ASCE 94(SM3):637–659
Zurück zum Zitat Jing L (2003) A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering. Int J Rock Mech Min Sci 40(3):283–353CrossRef Jing L (2003) A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering. Int J Rock Mech Min Sci 40(3):283–353CrossRef
Zurück zum Zitat Müller L (1974) Technical parameters of rock and rock masses. In: Rock mechanics, course held in 1972 at the Department of Mechanics of Solids, International Centre for Mechanical Sciences (CISM), Udine, Italy. Springer, New York, pp 16–34 Müller L (1974) Technical parameters of rock and rock masses. In: Rock mechanics, course held in 1972 at the Department of Mechanics of Solids, International Centre for Mechanical Sciences (CISM), Udine, Italy. Springer, New York, pp 16–34
Zurück zum Zitat Obert L, Duvall WI (1967) Rock mechanics and the design of structures in rock, 1st edn. Wiley, New York, 650 pp Obert L, Duvall WI (1967) Rock mechanics and the design of structures in rock, 1st edn. Wiley, New York, 650 pp
Zurück zum Zitat Sainsbury D, Hart R, Detournay C, Nelson M (2011) Continuum and distinct element numerical modeling in geomechanics. In: Proceedings of the 2nd international FLAC/DEM symposium, Melbourne, Australia, February 2011 Sainsbury D, Hart R, Detournay C, Nelson M (2011) Continuum and distinct element numerical modeling in geomechanics. In: Proceedings of the 2nd international FLAC/DEM symposium, Melbourne, Australia, February 2011
Zurück zum Zitat Zienkiewicz OC, Cheung YK (1967) The finite element method in structural and continuum mechanics, 1st edn. McGraw-Hill, London, p 272 Zienkiewicz OC, Cheung YK (1967) The finite element method in structural and continuum mechanics, 1st edn. McGraw-Hill, London, p 272
Metadaten
Titel
Editorial
verfasst von
Giovanni Barla
Publikationsdatum
01.09.2012
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 5/2012
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-012-0302-6

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