Determination of Post-Failure Characteristic Behaviour of Rocks under Conventional Method Based on the Mechanism of Rock Deformation Process
 Simon, R., Aubertin, M., Deng, D. (2003, September).Estimation of post-peak behaviour of brittle rocks using a constitutive model for rock joints. Proceedings of the 56th Canadian Geotechnical Conference, 4th joint IAH-CNC/CGS Conference (2003 NAGS conference) (9), Winnipeg, Canada. Retrieved from http://www.enviro-geremi.polymtl.ca/pdf/articles/Simon_CGS112.pdf(Accessed May 2010)
 Shimizu, H., Koyama, T., Ishida, T., Chijimatsu, M., Fujita, T., & Nakama, S. (2010). Distinct element analysis for Class II behaviour of rocks under uniaxial compression. International Journal of Rock Mechanics and Mining Sciences, 47(2), 323-333.
 Javier, A., and Alejano, L. R. (2013). Dilation in granite during servo-controlled triaxial strength tests. International Journal of Rock Mechanics & Mining Sciences 61, 43–56.
 Alejano, L. R., Posada, D., Rodriguez-Doon, A. (2009) Servo-controlled strength tests on moderately weathered granite. In: Proc. of the EUROCK 2009 symposium. Rock engineering in difficult ground conditions. London: CRC. Taylord & Francis Gr. Soft Rock & Karts. 181-186
 Brijes, M., and Dachao, N. (2013). Experimental investigation of the effect of change in control modes on the post-failure behaviour of coal and coal measures rock. International Journal of Rock Mechanics & Mining Sciences 60, 363–369.
 Hudson, J. A., Brown, E. T., & Fairhurst, C. (1971). Optimizing the control of rock failure in servo-controlled laboratory tests. Rock Mechanics and Rock Engineering, 3(4), 217-224.
 Wawersik, W. R., & Fairhurst, C. (1970). A study of brittle rock fracture in laboratory compression experiments. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 7(5), 561-564.
 He, C., Okubo, S., & Nishimatsu, Y. (1990). A study of the Class II behaviour of rock. Rock Mechanics and Rock Engineering, 23(4), 261-273.
 International Society for Rock Mechanics Commission on Testing Methods. (2007). ISRM suggested methods for rock characterization, testing and monitoring. In R. Ulusay & J. A. Hudson (Eds.), Draft ISRM suggested method for the complete stress-strain curve for intact rock in uniaxial compression. Ankara, Turkey: Pergamum Press Ltd published for Commission on Testing Methods, International Society for Rock Mechanics.http://www.sanire.co.za/component/docman/cat_view/64-proceedings/67-symposium-2004?Itemid=228 (Accessed July 2011)
 Bieniawski, Z. T. (1967b). Mechanism of brittle fracture of rock: Part II--experimental studies. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 4(4), 407-423. Retrieved from ftp://tiliva.ethz.ch/Neil_Mancktelow/Faults/Wing%20cracks%20stepover%20and%20compressional%20bridges/Bieniawski_1967.pdf (Accessed 23 April 2012)
 Martin, C.D., & Chandler, N. A. (1994). The progressive fracture of lac du bonnet Granite. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 31(6), 643-659.
 Brace, W.F., Paulding, B.W., & Scholz, C. (1966). Dilatancy in the fracture of crystalline rocks. J. Geophysics. Res., 71, 3939–3953.
 Bieniawski, Z. T. (1967a). Stability concept of brittle fracture propagation in rock. Engineering Geology, 2(3), 149-162.
 Martin, C.D. (1993). The strength of massive lac du bonnet Granite around underground openings. (Doctoral Dissertation). University of Manitoba, Winnipeg. Retrieved from https://mspace.lib.umanitoba.ca/xmlui/handle/1993/9785
 Yathavan, K., & Stacey, T. R. (2004). Laboratory observations relevant to fracture initiation at low stress levels. South African National Institute of Rock Engineering, SANIRE– The Miner's Guide through the Earth's Crust.
 Akinbinu V.A. and Owolabi A.O. (2018) Is there A Relationship between Volumetric Quantities and Volumetric Strain Curves? Aspects Min Miner Sci. 1(5). AMMS.000523.2018. DOI: 10.31031/AMMS.2018.01.000523
 Akinbinu, V.A. Ajaka, E.O. Afu. D.J. (2018). Evaluation of volumetric strain quantities and types of volumetric strain curves under failure-deformation process of hard brittle rocks. Mining of Mineral Deposits, 12(4), 73-81