Abstract
The following sections describe field tests to determine the stress-strain behaviour of a jointed rock mass under loadings below its strength. The objective of these tests is to establish the elastic constants as defined for the homogeneous model presented in Section 3.4.2, i.e. including the influence of discontinuities. When discussing the arrangement and evaluation the tests, particular attention will be given to the possible means of measuring the elastic constants describing transversely isotropic behaviour.
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References
] Absi, E.; Seguin, M.: Le nouveau goext enso in it re. SuppL Annates de 1’Institut Technique du Bftiment et des Trarnux Publics 235–236 (1967) 1151–1158.
Alas, MX.: Dilato metres de sondage. In: Proc. ISRM Symp. Rock Mech., Madrid 1968.
Barton, N.; Lingle, R.: Rock mass characterization methods for nuclear waste repositor¬ies in jointed rock. Im Proc. ISRM Symp., VoL 1, Aachen 1982.
Breth, H.: Beit rag zur Ermittlung der Gehi rgsve rfo r m ung. Osterreich. Wasserwirtsch. 4 (1952) VoL 12.
Brown, E.T. (Ed.): Rock characterization, testing and monitoring. ISRM Suggested Meth¬ods, Pergamon Press 1981.
Charraa-Graca, J.G.: Dilatometer tests In the study of the deformability of rock mas¬ses. In: Proc. 4th Congr. ISRM, Vol. 2, Montreux 1979.
Comes, G.: Contribution a la determination des caracteristiques mchaniques d!une fond-at ion rocheuse. Travaux (1965).
Davydova, N.A.: Interpretation of pressiometric test results with consideration of loaded section final length. In: Proc. ISRM Symp. Rock Mech., Madrid 1968.
Drozd, K.; Goodman, R.E.; Heme, F.E.; Van, T.K.: On the problem of borehole strength testing. In: Proc. 2nd Congr. ISRM, VoL 2, Belgrade 1970.
] Gilg, B.: Verformung und Bruch von Gesteinsproben unter dreiaxialer Belastung. In: Proc. 1st Congr. ISRM, VoL 1, Lisbon 1966.
Gilg, B.: Triaxiale Felsversuche in situ und ihre Verwendung fur die Stabilitatsberech-nung von Staumauerwiderlagern. Rock Mech. SuppL 2 (1973) 163–180.
Goodman, R.E.; Van, T.K.; Heuze, F.E.: Measurement of rock deformability in bore¬holes. In: Proc. 10th US Symp. Rock Mech., Austin 1968.
Griiter, R.: S-Bahn Stuttgart, Feldmessungen als Gruedlage fur Entwurf und Ausschrei-bung des Hasenbergtunnels. In: Proc. 4th Nat. Rock Mech. Symp., Aachen 1980.
Heuze, F.E.; Salem, A.: Rock deformability measured in situ - problems and solutions. In: Proc. Int. Symp. Field Measurements in Rock Mech., VoL 1, Zurich 1977.
Hust.raf.id, W.A.; Hustrulid, A.: The CSM Cell - a borehole device for determining the modulus of rigidity of rock. In: Proc. 15th US Symp. on Rock Mech., Rapid City 1975.
Hustrulid, W„A.: An analysis of several borehole techniques for determining stress and modulus. In: Proc. 4th Congr. ISRM, VoL 2, Montreux 1979.
Hustrulid, W.A.: Design of geomechanical experiments for radioactive waste disposal - a rethink. In: Proc. Int. Symp. on Field Measurements in Geomech., VoL 2, Zurich 1983.
Janod, A.; Mermin, P.: La me sure des caracteristiques des roches en place a I’aide du dilatometre a verin cylindrique. Travaux (1954).
] John, K.: Die Praxis der FelsgroGversuche beschrieben am Beispiei der Arbeiten an der Kurobe-IV-Staumauer in Japan. Geologie u. Bauwesen 27 (1961) VoL 1.
Kawamoto, T.: On the calculation of the orthotropic elastic properties from the states of deformation around a circular hole subjected to internal pressure in orthotropic elastic medium. In: Proc. 1st Congr. ISRM, VoL 1, Lisbon 1966.
Kiehl, J.R.: Bestimmung elastischer Kennwerte von anisot ro pern geschiefertem Gebirge aus den Ergebnissen von Bohrlochaufweitungsversuchen. In: Proc. 4th Nat. Rock Mech. Symp., Aachen 1980.
Kiehl, J.R.; Wittke, W.: Ermittlung der Verformbarkeit von anisotropem Fels aus den Ergebnissen von Feldversuchen. In: Proc. 5th Congr. ISRM, Theme A, Melbourne 1983.
Kiehl, J.R.: Bestlmmung der felsmechanischen Kennwerte von Schiefer durch hiaxiale 0ruckkissenversuche. Publications of the Institute of Foundation Engineering, Soil Mechanics, Rock Mechanics and Waterways Construction.at the RWTH Aachen, VoL 12 (1985).
Kujundlic, B.: Survey of the methods of experimental investigation of mechanical characteristics of the rock mass in Yugoslavia, Jaroslav Cerai Inst, for Development of Water Resources, Trans. No. 26S Belgrade 1963.
Kujund2i£, B.; Stojakovic, M.: A contribution to the experimental investigation of changes of mechanical characteristics of rock masses as a function of depth. Ins Proc. 8th Congr. on Large Dams, Edinburgh 1964.
] Kujundllc, B.: Ober die Belastungsprogrammierung der Felsmasse und Interpretation ‘der durch Druckversuche in situ gewonnenen Ergebnisse. In: Proc, 4th Congr. ISRM, VoL 2, Montreux 1.979
Ladanyl, B.: Quasi-static expansion of a cylindrical cavity in rock, in: Proc. 3rd CSCE Symp. on Eng. AppL of Solid Mech.s VoL 2, Toronto 1976.
] Ladanyi, B. (Co-ordlnator): Suggested Methods for Deformabllity Determination Using a Flexible Dllatometer. Im. J. Rock Mech. Min. ScL 24 (1987), 123–134
Lama, R.D.; Vutukuri, V.S.: Handbook on mechanical properties of rocks, VoL 3, Trans. Tech. PubL 1978.
] Lauffer, f~L; Seeber, G.: Design and control of linings of pressure tunnels and shafts, based on measurements of the deformabllity of the rock, In: Proc. 7th Congr. on Large Dams, Rome 1961
Lauffer, H.; Seeber, G.: Die Messung der Felsnachgiebigkeit mit der TIWAG-Radialpresse und ihre Kontrolie durch Dehnungsmessungen an der Druckschachtpanzerung des K aune r t al kr a ft we r kes. In: Proc. 1st Congr. ISRM, VoL 2f Lisbon 1966.
] Leicfmitz, W.; Muller, G.: Empfehiung Nr. 7 des Arbeitskreises 19 - Versuchstechnik Fels - der DGEG. Schlitzentlastungs- und Druckkissenbelastungsversuche. Bautechnik 61 (1984), 89–93
Lekhnitskil, S.G.: Theory of elasticity of an anisotropic elastic body. San Francisco: Holden-Day 1963.
Lingle, R.; Bakhtarf K.; Barton, N.: Extraordinary geomechanical instrumentation applic¬ations. In: Proc. Int. Symp. on Field Measurements In Geomech., Vol. 2S Zurich 1983.
Logters, G.; Voort, H.: In-si’tu determination of the deform at ional behaviour of a cubic¬al rock-mass sample under tri-axial load. Rock Mech. 6 (1974) 65–79.
Loureiro-Pinto, J.: Determination of the deformabllity modulus of weak rock masses by means of large flat jacks (LFj. In: Proc. ISRM Symp. on Weak Rock, VoL 2, Tokyo 1981.
Loureiro-Pinto, j. (Co-ordlnator): Suggested Method for Deformabllity Determination Using a Large Flat jack Technique. Int. J. Rock Mech. Min. Sci. 23 (1986), 131–140.
Menard, L.: Anwendung des Pressiometerverfahrens zur Untersuchung von Gebirgeru Felsmechanik u. Ingenieurgeoiogie IV /2 (1966) 160–171.
Muller, G.; Neuber f-L; Paul, A.: Empfehiung Nr. 6 des Arbeitskreises 19–Versuchs¬technik Fels–der DGEG. D oppe I -L ast plat t en ve r such in Fels. Bautechnik 3 (1985), 102–106.
Oberti, G.s La gallerla forzata delPimpianto di Lovero. L’Energia Electrica (1949) 95.
Obertif G.; Carabelli, E.; Goffi, L.; Rossi, P.P.: Study of an orthotropic rock mass: Experimental techniques, comparative analysis of results. In: Proc. 4th Congr. ISRM, VoL 2, Montreux 1979.
42.]Pah, A.: Empfehlung Nr. 8 des Arbeitskreises 19–Versuchstechnik Fels–der DGEG. Dilatometerve rsuche in Pelsbohrungen. Bautechnik 61 (1984), 109–111.
Pfisterer, E.; Wittke, W.; Rifiler, P.: Untersuchungen, Berechnungen und Messungen beim Bau der Maschinenkaverne Wehr. In: Proa 3rd Congr. ISRM, VoL I-A, Denver 1974.
Prigozhin, E.S.: New design of pressiometer for rock massif strain modulus definition. In: Proc, ISRM Symp. Rock Mech., Madrid 1968.
Rocha, M.; da Siveira, A.F.; Grossmann, N.F.; Oliveira, EDetermination of the deform¬ability of rock masses along boreholes. In: Proc, 1st Congr. ISRM, VoL 1, Lisbon 1966.
Rocha, M.; da Siiva, J.N.: A new method for the determination of deformability in rock masses. In: Proc, 2nd Congr. ISRM, VoL 1, Belgrade 1970.
Rossi, P.P.: In-si t u-Versuche zur Bestimmung des Verformungsmoduls von Fels. In: Proc. 2nd Nat. Rock Mech. Symp., Aachen 1976.
Swolfs, H„S.; Kibler, J.D.: A note on the Goodman Jack. Rock Mech. 15 (1982) 57–66.
Takano, M.; Shidomoto, Y.: Deformation test on mudstone enclosed in a foundation by means of tube-deformeter. In: Proc. 1st Congr. ISRM, VoL 1, Lisbon 1966.
Talobre, M.J.. La mchamque des roches. Paris: Dunod 1957.
Wallace, G.B.; SIebir, E.J.; Anderson, F.A.: Radial jacking test for arch dams. In: Proc. 10th US Symp. on Rock Mechu, Austin 1968.
Wallace, G.B.; Slebir, £.J.; Anderson F.AIn situ methods for determining deformation modulus used by the Bureau of Reclamation. In: Proc. Symp. on Determination of the in situ Modulus of Deformation of Rock. Denver 1969. ASTM Spec. Techn. PubL 477 (1970) 3–16.
Wittke, W.; Pierau, B.: Hasenbergtunnel S-Bahn Stuttgart - Felsmechanische Untersuchungen. In: Proc. 2nd Nat. Symp. on Eng. GeoL, Fellbach 1979.
Wittke, W.; Griiter, R.: Erfahrungen beim Bau der im Lias a und im Knollenmergel ilegends n Abschnitte der Bauiose 14–16 des Hasenbergtunnels in Stuttgart. In: Vortrage der Battgr undtagun g, Brunswick 1982.
Wittke, W.; Soria, J.L.: Exploration, design and excavation of the powerhouse cavern Estangento Salient e, Spain. In: Proc. 5th Congr. ISRM Theme C, Melbourne 1983.
Worotnicki, G.; Enever, J.R.; Spat his, A.: A pressiometer for determination of modulus of rock in situ. In: Proc. Symp. on in situ Testing of Rock Parameters, Victorian Geomech. Soc., Melbourne 1976.
Proposed Standard for Pressiometer Tests of Soft Rock - Rock Testing Handbook No. 362–81. Dept. of the Army, Waterways Experiment Station, Corps of Engineers, Vicksburg 1982.
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Wittke, W. (1990). Tests to Determine the Deformability of a Rock Mass. In: Rock Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-88109-1_20
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