| [1] Yoshida H, Horii H. Micromechanics-based continuum model for a jointed rock mass and excavation analyses of a large-scale cavern [J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(1): 119-145.[2] Yoshida H, Horii H. Micromechanics-based continuum model for a jointed rock mass and excavation analysis of Shiobara powerhouse [J]. International Journal of JCRM, 2005, 1(1): 29-32.[3] Vychytil J, Horii H. Micromechanics-based continuum model for hydraulic fracturing of jointed rock masses during HDR stimulation [J]. Mechanics of Materials, 1998, 28(1): 123-135.[4] Cai M, Horii H. A constitutive model of highly jointed rock masses [J]. Mechanics of Materials, 1992, 13(3): 217-246.[5] Sithraram T G, Sridevi J, Shimizu N. Practical equivalent continuum characterization of jointed rock masses [J]. International Journal of Rock Mechanics and Mining Sciences, 2001, 38(3): 437-448.[6] Sithraram T G, Madhavi Latha G. Simulation of excavations in jointed rock masses using a practical equivalent continuum approach [J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(4): 517-525.[7] Sithraram T G. Equivalent continuum analyses of jointed rockmass: Some case studies [J]. International Journal of JCRM, 2009, 5(1): 39-51.[8] Maji V B, Sitharam T G. Practical approach to modeling of jointed rocks as equivalent continuum [C]//Proceedings of the 2009 International Symposium on Rock Mechanics: “Rock Characterisation, Modelling and Engineering Design Methods”. Beijing: ISRM, 2009: 148-152.[9] Wang J. Overall moduli and constitutive relations of bodies containing multiple bridged microcracks [J]. International Journal of Solids and Structures, 2002, 39(8): 2203-2214.[10] Wang T T, Huang T H. A constitutive model for the deformation of a rock mass containing sets of ubiquitous joints [J]. International Journal of Rock Mechanics and Mining Sciences, 2009, 46(3): 521-530.[11] Zhu FW, DuiG S, Ren Q W. A continuum model of jointed rock masses based on micromechanics and its integration algorithm [J]. Science China Technological Sciences, 2011, 54(3): 581-590.[12] Li J C, Ma G W, Zhao J. An equivalent viscoelastic model for rock mass with parallel joints [J]. Journal of Geophysical Research: Solid Earth, 2010, 115: B03305.[13] Li Jian-chun, Li Hai-bo, Ma Guo-wei, et al. An equivalent 1D dynamic continuum model for rock mass with parallele joints [J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (Sup 2): 4063-4067 (in Chinese).[14] Yan Shi-lin, Huang Yu-ying, Chen Chuan-yao. An equivalent model for jointed rock mass with persistent joint and its elastic parameters [J]. Journal of Huazhong University of Science & Technology, 2001, 29(6): 60-63 (in Chinese).[15] Yan Shi-lin, Huang Yu-ying, Chen Chuan-yao. An equivalent model for jointed rock mass with planar nonpenetrative joint and its elastic parameters [J]. Journal of Huazhong University of Science & Technology, 2001, 29(6): 64-67 (in Chinese).[16] Yang Wan-tuo, Yu Tian-tang. A new elastoplastic model for jointed rock [J]. Rock and Soil Mechanics, 2003, 24(2): 270-272 (in Chinese).[17] Zhang Yu-jun. Equivalent model and numerical analysis and laboratory test for jointed rockmasses [J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 29-32 (in Chinese). |
