References
- Hoek E., 1993 Practical of Rock Engineering. University of Toronto, Canada
- Priest S.D., Hudson J.A., 1981 Estimation of discontinuity spacing and trace length using scanline surveys. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 18(3): 183-197. doi:10.1016/0148-9062(81)90973-6
- Priest S.D., 1981 Determination of Discontinuity Size Distributions from Scanline Data. Rock Mechanics and Rock Engineering, 37(5):347-368. doi:10.1007/s00603-004-0035-2
- ISRM, 1981 Rock characterisation testing and monitoring. In: Brown, E. T. (ed.) Pergamon Press, Oxford
- Cui X., Yan E.C., 2019 A clustering algorithm based on differential evolution for the identification of rock discontinuity sets. International Journal of Rock Mechanics and Mining Sciences. 2019;126:104181. doi:10.1016/j.ijrmms, 104181
- Demarco M.M., Oyhantçabal P., Stein K.J., Siegesmund S., 2010 Black dimensional stones: geology, technical properties and deposit characterization of the dolerites from Uruguay. Environmental Earth Sciences. 63(7-8):1879-1909. doi:10.1007/s12665-010-0827
- Mosch S., Nikolayew D., Ewiak O., Siegesmund S., 2010 Optimized extraction of dimension stone blocks. Environmental Earth Sciences, 63(7-8):1911-1924. doi:10.1007/s12665-010-0825-7
- Yarahmadi R., Bagherpour R, Tabaei M., Sousa L.M.O., 2017 Investigation of intact rock geomechanical parameters’ effects on commercial bl.ocks’ productivity within stone reserves: A case history of some quarries in Isfahan, Iran. Journal of African Earth Sciences. 2017;134:383-388. doi:10.1016/j.jafrearsci.07.013
- Tercan A.E., Özçelik Y., 2000 Geostatistical evaluation of dimension-stone quarries. Engineering Geology, 58(1):25-33. doi:10.1016/s0013-7952(00)00048-x
- Montani C., 2003 Stone 2002—World marketing handbook. Gruppo Editoriale Faenza Editice, Faenza
- Hudson J.A., Harrison J.P., 1997 Engineering rock mechanics—an introduction to the principles, vol. Pergamon, Oxford, p 444
- Palmstrom A., Broch E., 2006 Use and misuse of rock mass classification systems with particular reference to the Q-system. Tunnelling and Underground Space Technology, 21(6), 575–593. https://doi.org/10.1016/j.tust.2005.10.005
- Ulusay R., Hudson J.A. (eds), 2007 The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. ISRM Turkish National Group, Ankara, p 628
- Weir F.M., Fowler M., 2014 Application of DFN modelling to large open pit slope design in Australia. Paper presented at: DFNE 2014, 1st International Conference on Discrete Fracture Network Engineering; Vancouver, British Columbia, Canada
- Salvini R., Mastrorocco G., Seddaiu M., Rossi D., Vanneschi C., 2016 The use of an unmanned aerial vehicle for fracture mapping within a marble quarry (Carrara, Italy): photogrammetry and discrete fracture network modelling. Geomatics Natural Hazards and Risk, 8(1):34-52. doi:10.1080/19475705.2016.1199053
- Olden P., Pickup G., Jin M., et al., 2012 Use of rock mechanics laboratory data in geomechanical modelling to increase confidence in CO2 geological storage. International Journal of Greenhouse Gas Control. 2012;11:304-315. doi:10.1016/j.ijggc.2012.09.011
- Li X.Z., Zhou Y.Y., Wang Z.T., Zhang Y.S., Guo L., Wang Y.Z., 2011 Effects of measurement range on estimation of trace length of discontinuities. Chin J Rock Mech Eng 30(10):2049–2056
- Turanboy A., Ülker E., Küçüksütçü C.B.,2020 A New Stability Approach using Probabilistic Profile along Direction of Excavation. Journal of Mining and Environment, 11(1):1-20. doi:10.22044/jme.2020.8947.1781
- Allmendinger R., 2022 Stereonet, Version 11. Available online: https://www.rickallmendinger.net/stereonet (accessed on 15 Dec 2024)