1. Murrell SAF. A criterion for brittle fracture of rocks and concrete under triaxial stress, and the effect of pore pressure on the criterion. In: Proceedings of the fifth symposium on rock mechanics, University of Minnesota; 1963. p. 563–77.
2. Effect of the intermediate principal stress on the failure of limestone, dolomite, and glass at different temperature and strain rate;Handin;J Geophys Res,1967
3. The failure of thick-walled hollow cylinders of isotropic rock;Hoskins;Int J Rock Mech Min Sci Geomech Abstr,1969
4. Fracture and flow of rocks under high triaxial compression;Mogi;J Geophys Res,1971
5. Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000m;Takahashi,1989