References
- 이연규, 2011, Mohr-Coulomb 파괴곡면에 근사하는 암석의 3차원 파괴조건식 고찰, 터널과 지하공간(한국암반공학회지), Vol. 21, pp. 93-102.
- 이연규, 송원경, 박철환, 최병희, 2011, 3차원 파괴조건식을 이용한 콘크리트 플러그의 안전도 평가, 터널과 지하공간(한국암반공학회지), Vol. 21, pp. 526-535.
- Al-Ajmi, A. M. and Zimmerman, R. W., 2005, Relation between the Mogi and the Coulomb failure criteria, Int J. Rock Mech. Min. Sci., Vol. 42, pp. 431-439. https://doi.org/10.1016/j.ijrmms.2004.11.004
- Benz, T., Schwab, R., Kauther, R. A. and Vermeer, P. A., 2008, A Hoek-Brown criterion with intrinsic material strength factorization, Int. J. Rock Mech. Min. Sci., Vol. 45, pp. 210-222. https://doi.org/10.1016/j.ijrmms.2007.05.003
- Chang, C. and Haimson, B. C., 2000a, A new true triaxial cell for testing mechanical properties of rock and its use to determine rock strength and deformability of Westerly granite, Int. J. Rock Mech. Min. Sci., Vol. 37, pp. 285-296. https://doi.org/10.1016/S1365-1609(99)00106-9
- Chang, C. and Haimson, B. C., 2000b, True triaxial strength and deformability of the German Continental deep drilling program (KTB) deep hole amphibolite, J. Geophys. Res., Vol. 105, pp. 18999-19013. https://doi.org/10.1029/2000JB900184
- Colmenares, L. B. and Zoback, M. D., 2002, A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks, Int J. Rock Mech. Min. Sci., Vol. 39, pp. 695-729. https://doi.org/10.1016/S1365-1609(02)00048-5
- Davis JC. Statistics and data analysis in geology. 3rd Ed. John Wiley & Sons; 2002.
- Drucker, D. and Prager, W., 1952, Soil mechanics and plastic analysis or limit design. Q. Appl. Math., Vol. 10, pp. 157-165. https://doi.org/10.1090/qam/48291
- Ewy, R., 1999, Wellbore-stability predictions by use of a modified Lade criterion. SPE Drill Completion, Vol. 14(2), pp. 85-91. https://doi.org/10.2118/56862-PA
- Hoek., E. and Brown E. T., 1980, Underground excavations in rock, The Institution of Mining and Metallurgy, London.
- Hoskins, E. R., 1969, The failure of thick-walled hollow cylinders of isotropic rock, Int. J. Rock Mech. Min. Sci., Vol. 6, pp. 99-125. https://doi.org/10.1016/0148-9062(69)90030-8
- Issen, K. A. and Challa, V., 2008, Influence of the intermediate principal stress on the strain localization mode in porous sandstone, J. Geophys. Res., Vol. 113, B02103, doi:10.1029/2005JB004008.
- Matsuoka, H. and Nakai, T., 1982, A new failure criterion for soils in three-dimensional stresses, IUTAM Conf. on Deform. and Failure of Granular Mater., Delft, pp. 253-263.
- Mogi K., 1967, Effect of the intermediate principal stress on rock failure, J. Geophys. Res., Vol. 72, pp. 5117-5131. https://doi.org/10.1029/JZ072i020p05117
- Mogi, K., 1971, Fracture and flow of rocks under high triaxial compression. J. Geophys. Res., Vol. 76, pp. 1255-1269. https://doi.org/10.1029/JB076i005p01255
- Mogi, K., 2007, Experimental rock mechanics, Taylor & Francis.
- Nayak, G. C. and Zienkiewicz, O. C., 1972, Convenient forms of stress invariants for plasticity. J. Struct. Div. ASCE, Vol. 98, pp. 949-953.
- Jiang, J. and Pietruszczak, S., 1988, Convexity of yield loci for pressure sensitive materials, Comput. Geotech., 5, 51-63 https://doi.org/10.1016/0266-352X(88)90016-X
- Takahashi, M. and Koide, H., 1989, Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000m, Rock at great depth (V. Maury & D. Fourmaintraux Ed.), Vol. 1, 19-26.
- Tiwari, R. P. and Rao, K. S., 2006, Post failure behaviour of a rock mass under the influence of triaxial and true triaxial confinement, Engineering Geology, Vol. 84, pp. 112-129. https://doi.org/10.1016/j.enggeo.2006.01.001
- Willam, K. J. and Warnke, E. P., 1974, Constitutive model for triaxial behavior of concrete, Colloquium on Concrete Structures Subjected to Triaxial Stresses, ISMES Bergamo, IABSE Report, 19.
- Yang, X.-L., Zou, J.-F. and Sui, Z.-R., 2007, Effect of Intermediate Principal Stress on Rock Cavity Stability, J. Cent. South Univ. Technol., Vol. 14(s1), pp. 165-169. https://doi.org/10.1007/s11771-007-0237-3
- Yu, M.-H., Zan, Y.-W., Zhao, J. and Yoshimine, M., 2002, A unified strength criterion for rock material, Int J. Rock Mech. Min. Sci., Vol. 39, pp. 975-989. https://doi.org/10.1016/S1365-1609(02)00097-7
- Zhou, S., 1994, A program to model the initial shape and extent of borehole breakout. Comput. Geosci., Vol. 20, pp. 1143-1160. https://doi.org/10.1016/0098-3004(94)90068-X
Cited by
- Dependency of Tangential Friction Angle and Cohesion of Non-linear Failure Criteria on the Intermediate Principal Stress vol.23, pp.3, 2013, https://doi.org/10.7474/TUS.2013.23.3.219
- Intermediate Principal Stress Dependency in Strength of Transversely Isotropic Mohr-Coulomb Rock vol.23, pp.5, 2013, https://doi.org/10.7474/TUS.2013.23.5.383