References - Rock Mechanics Based on an Anisotropic Jointed Rock Model - page 847

Nickmann, M.: Abgrenzung und Klassifizierung veränderlich fester Gesteine unter ingenieurgeologischen
Aspekten. Dissertation, Lehrstuhl für Ingenieurgeologie der TU München, 2007.
Niwa, Y.; Kobayashi, S.; Hirashima, K.-I.: Determination of rock orthotropy by water chamber test. In:
Proc. ISRM Symp., Madrid, 1968.
Noorishad, J.; Witherspoon, T. L.; Brekke, T. L.: A method for coupled stress and flow analysis of fractu-
red rock masses. Publ. No. 71-6, University of California, Berkeley, 1971.
Norris, D. K.: Structural analysis of Queensway folds. Can. J. Earth Sci. 4, 299 - 321, 1967.
Norton, F. H.: Creep of steels at high temperature. Mc Graw Hill: New York, 1929.
Nova, R.: The failure of transversely isotropic rocks in triaxial compression. Int. J. Rock Mech. Min. Sci.
& Geomech. Abstr. 17, 325 - 332, 1980.
Nova, R.; Zanietti, A.: An investigation into the tensile behaviour of a schistose rock. Int. J. Rock Mech.
Min. Sci. & Geomech. Abstr. 27, 231 - 242, 1990.
Nunes, A. L. L. S.: A new method for determination of transverse isotropic orientation and the associa-
ted elastic parameters for intact rock. Int. J. Rock Mech. Min. Sci. 39, 257 - 273, 2002.
Obara, Y.; Jang, H.; Murakami, K.; Sugawara, K.: Applicability of the conical-ended borehole technique
to anisotropic rocks. J. Min. Metall. Inst. Japan 111, 919 - 924, 1995.
Obara, Y.; Sugawara, K.: Improvement in accuracy of the conical-ended borehole technique. In: Proc.
Int. Symp. Rock Stress, Kumamoto, 1997.
Obert, L.; Merrill, R.; Morgan, T. A.: Borehole deformation for determining the stress in mine rock. U. S.
Bureau of Mines, RI 5978, 1962.
Oberti, G.; Bavestrello, F.; Rossi, P. P.; Flamigni, F.: Rock mechanics investigations, design and construc-
tion of the Ridracoli dam. Rock Mech. Rock Eng. 19, 113 - 142, 1986.
Oberti, G.; Carabelli, E.; Goffi, L.; Rossi, P. P.: Study of an orthotropic rock mass: experimental tech-
niques, comparative analysis of results. In: Proc. 4 th ISRM Congr., Vol. 2, Montreux, 1979.
Oberti, G.; Goffi, L.; Rossi, P. P.: Study of stratified rock masses by means of large-scale tests with a
hydraulic pressure chamber. In: Proc. 5 th ISRM Congr., Theme A, Melbourne, 1983.
ÖBV (Austrian Concrete Society): Richtlinie Spritzbeton - Teil 1: Anwendung, 1989.
Oda, M.: Fabric tensor for discontinuous geological materials. Soil Mech. Foundations 22, 96 - 108,
1982.
Odling, N. E.: Natural fracture profiles, fractal dimension and joint roughness coefficients. Rock Mech.
Rock Eng. 27, 135 - 153, 1994.
Odling, N. E.; Gillespie, P.; Bourgine, B.; Castaing, C.; Chiles, J. P.; Christensen, N. P.; Fillion, E.; Genter,
A.; Olsen, C.; Thrane, L.; Trice, R.; Aarseth, E.; Walsh, J. J.; Watterson, J.: Variations in fracture
system geometry and their implications for fluid flow in fractures hydrocarbon reservoirs. Petrol.
Geosci. 5, 373 - 384, 1999.
Oehler, T.: Langzeitbeobachtung an mit Vorspannankern gesicherten Rutschhängen. mining + geo 4, 2012.
ÖGG (Austrian Geotechnical Society): Richtlinie für die Geomechanische Planung von Untertagebauar-
beiten mit zyklischem Vortrieb. 2001.
Okabe, T.; Hayashi, K.; Shinohara, N.; Takasugi, S.: Inversion of drilling-induced tensile fracture data
obtained from a single inclined wellbore. Int. J. Rock Mech. Min. Sci. 35, 747 - 758, 1998.
Olsson, R.: Mechanical and hydromechanical behaviour of hard rock joints - a laboratory study. Ph. D.
Thesis, Chalmers University of Technology, Gothenburg, 1998.
Olsson, R.: Mechanical and hydromechanical behaviour of hard rock joints - a laboratory study. Adden-
dum, Report 1999:6, Chalmers University of Technology, Gothenburg, 1999.
Olsson, R.; Barton, N.: An improved model for hydromechanical coupling during shearing of rock joints.
Int. J. Rock Mech. Min. Sci. 38, 317 - 329, 2001.
Onishi, Y.; Dharmaratne, P. G. R.: Shear behaviour of physical models of rock joints under constant
normal stiffness condition. In: Proc. ISRM Symp. Rock Joints, Loen, 1990.