1. Bäckström A (2006) Obtaining the fracture pattern to use in the near field model 2 in phase 3 in Task B in the DECOVALEX IV Cooperation
2. Bäckström A, Antikainen J, Backers T, Feng X-T, Jing L, Kobayashi A, Koyama T, Pan P-Z, Rinne M, Shen B, Hudson JA (2008) Numerical modelling of uniaxial compressive failure of granite with and without saline pore water. Int J Rock Mech Min Sci 43:1091–1108
3. Desai Chandre S, Samtani Naresh C, Vulliet L (1995) Constitutive modeling and analysis of creeping slopes. J Geotech Eng 121(1):43–56
4. Ding X-L (2005) Experimental study on rock mass rheological properties and identification for the constitutive model and parameters. Ph.D., Institute of Rock and Soil Mechanics, the Chinese Academy of Sciences, China [in Chinese]
5. Elsworth D (2003) Some THMC controls on the evolution of fracture permeability. In: Stephansson O, Hudson JA, Jing L (eds) Coupled Thermo-hydro-mechanical-chemical processes in geo-systems, Proc Int Conf GeoProc2003. Stockholm, pp 63–71