References - Rock Mechanics Based on an Anisotropic Jointed Rock Model - page 832

GIF (Geotechnisches Ingenieurbüro Prof. Fecker & Partner): Geotechnical testing, 2009.
Gilg, B.: Verformung und Bruch von Gesteinsproben unter dreiaxialer Belastung. In: Proc. 1 st ISRM
Congr., Vol. 1, Lisbon, 1966.
Gilg, B.: Triaxiale Felsversuche in situ und ihre Verwendung für die Stabilitätsberechnung von Stau-
mauerwiderlagern. Rock Mech. Suppl. 2, 163 - 180, 1973.
Gill, D. E.; Corthesy, R.; Ouellet, J.; Dube, P. B.; Nguyen, D.: Improvements to standard doorstopper
and Leeman cell stress measuring techniques. In: Proc. Int. Symp. Field Measurements in Geome-
chanics, Vol. 1, Kobe, 1987.
Girmscheid, G.: Baubetrieb und Bauverfahren im Tunnelbau. Ernst & Sohn: Berlin, 2000.
Glötzl GmbH: Product information.
Gokceoglu, C.; Sonmez, H.; Kayabasi, A.: Predicting the deformation modulus of rock masses. Int.
J. Rock Mech. Min. Sci. 40, 701 - 710, 2003.
Gonano, L. P.; Sharp, J. C.: Critical evaluation of rock behavior for in-situ stress determination using
overcoring methods. In: Proc. 5 th ISRM Congr., Theme A, Melbourne, 1983.
Gonzaga, G. G.; Leite, M. H.; Corthesy, R.: Determination of anisotropic deformability parameters from
a single standard rock specimen. Int. J. Rock Mech. Min. Sci. 45, 1420 - 1438, 2008.
Goodman, R. E.: Methods of geological engineering in discontinuous rocks. West: New York, 1976.
Goodman, R. E.: Introduction to rock mechanics. John Wiley: New York, Chichester, Brisbane, Toronto,
1980.
Goodman, R. E.: Engineering geology: Rock in engineering construction. Wiley: New York, 1993.
Goodman, R. E.; Bray, J. W.: Toppling of rock slopes. In: Proc. Speciality Conf. on Rock Eng. for Found-
ations and Slopes, Vol. 2, ASCE, Boulder, Colorado, 1976.
Goodman, R. E.; Onishi, Y.: Undrained shear testing of jointed rock. Rock Mech. 5, 129 - 149, 1973.
Goodman, R. E.; Shi, G.-H.: Block theory and its application to rock engineering. Prentice-Hall: Engle-
wood Cliffs, 1985.
Goodman, R. E.; Van, T. K.; Heuze, F. E.: Measurement of rock deformability in boreholes. In: Proc.
10 th U. S. Symp. Rock Mech., Austin, 1968.
Goricki, A.: Classification of rock mass behaviour based on a hierarchical rock mass characterization for
the design of underground structures. Gruppe Geotechnik Graz, Heft 24, 2007.
Grasselli, G.: 3D behaviour of bolted rock joints: experimental and numerical study. Int. J. Rock Mech.
Min. Sci. 42, 13 - 24, 2005.
Grasseli, G.; Wirth, J.; Egger, P.: Quantitative three-dimensional description of a rough surface and para-
meter evolution with shearing. Int. J. Rock Mech. Min. Sci. 39, 789 - 800, 2002.
Gremminger, G.; Spang, J.: Instandsetzung des Weinsberger Tunnels. Der Eisenbahningenieur 29(1), 32 -
38, 1978.
Griffith, A. A.: The phenomena of rupture and flow in solids. Philos. Trans. R. Soc. London, Ser. A 221,
163 - 198, 1921.
Griggs, D. T.; Handin, J.: Observations on fracture and a hypothesis of earthquakes. Rock Deformation,
Geol. Soc. Am. Mem. 79, 347 - 364, 1960.
Grimstad, E.; Barton, N.: Updating the Q-system for NMT. In: Proc. Int. Symp. Sprayed Concrete, Oslo,
1993.
Gringarten, A. C.; Bourdet, D.; Landell, P. A.; Kniazeff, V. J.: A comparison between different skin and
wellbore storage type-curves for early-time transient analysis. In: Proc. SPE-AIME 54 th Ann. Tech.
Conf., Las Vegas, 1979.
Grob, H.: Schwelldruck am Beipiel des Belchentunnels. In: Proc. ISRM Symp. Underground Openings,
Luzern, 1972.
Grossmann, N. F.: Das Gefügediagramm im Falle einer ungleichförmigen Datenerfassung. In: Proc.
4. Nationale Tagung über Felsmechanik, Aachen, 1980.