Abstract
The problems of the mathematical description are examined for the activation process of fault structures occurring when beyond the limit characteristies of the contact interaction of rocks in respect to desturbances are taken into account. The developed model concepts are realized by the finite-element method. The seismic energy that may be released in developing one of oil fields is calculated.
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References
Rock Mechanics in Oil Prospecting and Production [Russian translation], Elf-Aquitaine, Moscow (1994).
J. Rice,Mechanics of Earthquake Sources [Russian translation], Mir, Moscow, (1982).
V. N. Nikolayevsky,Geomechanics and Fluid Dynamics [in Russian], Nedra, Moscow (1996).
W. Leichnitz, “Mechanische Eigenschaften von Felstrennflächen im direkten Scherversuch,”Veröff. des Inst. Bodenmech. Felsmech der TH Karlsruhe, No. 89 (1981).
P. J. Erban, “Räumliche Finite-Element-Berechnungen an idealisierten Diskontinua unter Berücksichtigung des Scher-und Dilationsverhaltens von Trennflächen,”Veröff. des Inst. Grundbau. Bodenmech., Felsmech., und Verkehrswasserbau der RWTH Aachen, No. 14 (1986).
N. Barton and S. Bandis, “Effects of block size on the shear behaviour of jointed rock,” in:Proceedings of the Twenty-Third U.S. Symposium on Rock Mechanics, Issues in Rock Mechanics, Berkeley, California, A.I.M.E., New York (1982).
M. Dilo, “F-E.Berechnungen zur Wasserdurchlässigkeit von Trennflächen in Abhängigkeit vom Spannungszustand mit einem experimentell ermittelten Fliessgesetz für teilweise geschlossene Trennflächen,”Veröff. des Inst. Grundbau, Bodenmech., Felsmech., und Verkehrswasserbau der RWTH Aachen, No. 22 (1991).
C. Erichsen, “Gekoppelte Spannungs-Sickerströmungsberechnungen von Bauwerken in klüftigem Fels unter Berücksichtigung des nichtlinearen Spannungsverschiebungsverhaltens von Trennflächen,”Veröff. des Inst. Grundbau, Bodenmech., Felsmech. und Verkehrswasserbau der RWTH Aachen, No. 15 (1987).
G. N. Pande and K. G. Sharma, “On joint/interface elements and associated numerical III-conditioning,”Int. J. Num. Anal. Meth. Geomech.,2, 293–300 (1978).
S. Saeb and B. Amadel, “Modeling rock joints under shear and normal loading,”Int. J. Rock. Mech. Min. Sci. Geomech. Abstr.,29, 267–278 (1992).
W. Wittke,Rock Mechanics: Theory and Applications with Case Histories, Springer-Verlag, Berlin Heidelberg, New York, London, Paris, Tokio, Hongkong, Barcelona (1990).
O. C. Zienkiewicz and G. N. Pande, “Time dependent multilaminate model of rocks: a numerical study of deformation and failure of rock masses.Int. J. Num. Anal. Meth. Geomech.,1, 219–247 (1977).
Yu. A. Kashnikov, Ye. M. Yakushina, and S. G. Ashikhmin, “Deformation of solid rock mass in crack systems,”Izv. VUZ, Gorn. Zh., No. 3 (1992).
Yu. A. Kashnikov and S. G. Ashikhmin, “Prediction of parameters of rock displacement in ore deposits by finite-element method,”Izv. VUZ, Gorn. Zh., No. 9 (1995).
A. A. Baryakh, A. I. Kudryashov, N. A. Yeremina, and Ye. A. Gracheva, “Estimating the influence of oil-field development on the geodynamic state of the bowels,”Fiz-Tekh. Probl. Razrab. Polezn. Iskop., No. 2 (1998).
J. P. A. Roest and W. Kuilman, “Geomechanical analysis of small earthquakes at the Eleveld gas reservoir,”Eurock, 573–580 (1994).
Yu. A. Kashnikov and S. G. Ashikhmin, “Influence of oil recovery in elastic conditions on the change in stress-strain state of rock mass. I, II,”Fiz-Tekh. Probl. Razrab. Polezn. Iskop., No. 5 (1998); No. 3 (1999).
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Perm State Technical University, Perm. Russia. Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 3, pp. 54–63, May–June, 2000
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Kashnikov, Y.A., Ashikhmin, S.G. Influence of oil recovery on the change in the stress-strain state of rock mass. Part III: technogenic activization of fault structures. J Min Sci 36, 244–252 (2000). https://doi.org/10.1007/BF02562526
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DOI: https://doi.org/10.1007/BF02562526