References - Rock Mechanics Based on an Anisotropic Jointed Rock Model - page 823

Blümel, M.: Improved procedures for laboratory rock testing. In: Proc. ISRM Symp. EUROCK 2000,
Aachen, 2000.
BMV: Bundesministerium für Verkehr (German Federal Ministry of Traffic). Durchführung eines felsme-
chanischen Großversuchs in der Nordröhre des Wagenburgtunnels in Stuttgart. Forschungsbericht
aus dem Forschungsprogramm des Bundesministeriums und der Forschungsgesellschaft für das
Straßenwesen e. V. Straßenbau und Straßenverkehrstechnik, Heft 184, Bonn, 1975.
Bobet, A.: Analytical solutions for toppling failure. Int. J. Rock Mech. Min. Sci. 36, 971 - 980, 1999.
Bochumer Eisenhütte Heintzmann GmbH & Co. KG: Product information.
Bock, H.: In-situ validation of the borehole slotting stressmeter. In: Proc. Int. Symp. Rock Stress and
Rock Stress Measurements, Stockholm, 1986.
Bock, H.: Measuring in-situ rock stresses by borehole slotting. In: Comprehensive Rock Engineering,
Vol. 3, Pergamon Press: Oxford, New York, Seoul, Tokyo, 1993.
Bock, H.; Foruria, V.: A recoverable borehole slotting instrument for in-situ stress measurements in rocks,
not requiring overcoring. In: Proc. Int. Symp. Field Measurements in Geomechanics, Vol. 1, Zürich
1983, 1984.
Bois, A.-P.; Ballivy, G.; Saleh, K.: Monitoring stress changes in three dimensions using a solid cylindrical
cell. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 31, 707 - 718, 1994.
Bonnechere, F. J.; Cornet, F. H.: In situ stress measurements with a borehole deformation cell. In: Proc.
Int. Symp. Field Measurements in Rock. Mech., Vol. 1, Zürich, 1977.
Borsetto, M.; Martinetti, S.; Ribacchi, R.: Interpretation of in situ stress measurements in anisotropic
rocks with the doorstopper method. Rock Mech. Rock Eng. 17, 167 - 182, 1984.
Böttcher, K.-H.; Schmid, I.; Erichsen, C.: S-Bahn Stuttgart - Streckenverlängerung nach Filderstadt-
Bernhausen. Die Untertunnelung des Flughafens. In: Proc. Baugrundtagung, Stuttgart, 1998.
Bourdet, D.; Whittle, T. M.; Douglas, A. A.; Pirard, Y. M.: A new set of type curves simplifies well test
analysis. World Oil, May 1983.
Boyle, W. J.: Interpretation of plate load test data. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 29,
133 - 141, 1992.
Bradley, W. B.: Failure of inclined wellbores. J. Energy Res. Tech. Trans. AIME 102, 232 - 239, 1979.
Brady, B. H. G.; Brown, E. T.: Rock mechanics for underground mining (3 rd Edition). Springer:
Dordrecht, 2006.
Brahim, B.; Gerard, B.: Laboratory study of shear behaviour of rock joints under constant normal stiff-
ness conditions. In: Proc. 30 th U. S. Symp. Rock Mech., Morgantown, 1989.
Bredehoeft, J. D.; Papadopulos, S. S.: A method for determining the hydraulic properties of tight forma-
tions. Water Resour. Res. 12(3), 1980.
Bredehoeft, J. D.; Wolff, R. G.; Keys, W. S.; Shutter, E.: Hydraulic fracturing to determine the regional in
situ stress field in the Piceance Basin, Colorado. Geol. Soc. Am. Bull. 87, 250 - 258, 1976.
Bridges, M. C.: Presentation of fracture data for rock mechanics. In: Proc. 2 nd Australia-New Zealand
Conf. Geomech., 1979.
Broch, E.; Franklin, J. A.: The point-load strength test. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 9,
669 - 697, 1972.
Brook, N.: The equivalent core diameter method of size and shape correction in point load testing. Int.
J. Rock Mech. Min. Sci. & Geomech. Abstr. 22, 61 - 70, 1985.
Brötz, K.; Löschnig, P.; Müller, F.: Shotcrete in the Schulwald Tunnel. Tunnel 6, 22 - 29, 2000.
Brown, A. R.; Kranz, R. L.; Bonner, B. P.: Correlation between the surfaces of natural rock joints.
Geophys. Res. Lett. 13, 1430 - 1455, 1986.
Brown, A. R.; Scholz, C. H.: Broad bandwidth study of the topography of natural rock surfaces.
J. Geophys. Res. 90, 12575 - 12582, 1985.
Brown, E. T.: Strength of models of rock with intermittent joints. J. Soil Mech. Found. Div. ASCE 96,
1935 - 1949, 1970.