PSI - Issue 32

Ivan Pankov et al. / Procedia Structural Integrity 32 (2021) 166–172 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

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University, 92 p. Ingraham M., Issen K., Holcomb D., 2013. Response of Castlegate sandstone to true triaxial states of stress. J Geophys Res 118: 536 – 552. Jaeger J.C., Cook N.G.W., 1969. Fundamentals of rock mechanics. London, Methuen & Co. Ltd., 513 p. Kuznetsov N.G., Budko I.N., 1968. Investigation of the limiting states of a brittle material under various conditions of triaxial compression. All-Russian Research Institute of Geomechanics and Surveyor, vol. 20. Kwasniewski M., Takahashi M., Li X., 2003. Volume changes in sandstone under true triaxial compression conditions. In: 10 th ISRM Congress, International Society for Rock Mechanics. Lee H., Haimson B., 2011. True triaxial strength, deformability, and brittle failure of granodiorite from the San Andreas fault observatory at depth. Int J Rock Mech Min 48: 1199 – 1207. Litvinsky G.G., 2008. Analytical theory of the strength of rocks and massifs. Monograph/DonSTU. Donetsk: Nord Press, 207 p Ma Lin-jian, Liu Xin-yu, Fang Qin, Ma Shu-na., 2011. Statistical evaluation of five failure criteria for intact salt rock. J. Cent. South Univ. Technol. 18: pp. 925−931. Mogi K., 1967a. Effect of the intermediate principal stress on rock failure. J. Geophys. Res. 72: 5117 – 5131. Mogi K., 1967b. Effect of the intermediate principal stress on rock failure [J]. Journal of Geophysical Research, 72: 5117−5131. Mogi K., 1970. Effect of the triaxial stress system on rock failure. Rock Mech. In Japan 1: 53 – 55. Pankov I.L., 2020. On the results of the development of the strength criterion for the conditions of the true triaxial stress state of rocks/Mountain Echo. Perm, No. 1 (78). pp. 46-50. Pariseau W. G., 2007. Fitting failure criteria to laboratory strength tests [J]. International Journal of Rock Mechanics & Mining Sciences, 44: pp. 637−646. Takahashi M., Koide H., 1989. Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000 m. In: ISRM International Symposium, International Society for Rock Mechanics. Von Karman T., 1911. Festigkeitsversucheunterallseitigem. DruckZeitschr Ver Dentsch Ing 55: 1749 – 1757.