[1]. Patton, F.D. (1966). Multiple modes of shear failure in rock. Proc, 1st ISRM Congress. Lisbon, Portugal, 509-515.
[2]. Ladanyi, B. and Archambault, G. (1969). Simulation of shear behavior of a jointed rock mass. Proc, The 11th US Rock Mechanics Symposium (USRMS). Berkeley, CA, 105-125.
[3]. Ladanyi, B. and Archambault, G. (1980). Direct and indirect determination of shear strength of rock mass. Preprint number 80-25 AIME Annual Meeting. Las Vegas, Nevada1-16.
[4]. Barton, N. and Choubey, V. (1977). The shear strength of rock joints in theory and practice. Rock Mechanics, 10 (1-2), 1-54.
[5]. Grasselli, G. and Egger, P. (2003). Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters. International Journal of Rock Mechanics and Mining Sciences, 40 (1), 25-40.
[6]. Grasselli, G. (2006). Manuel rocha medal recipient-shear strength of rock joints based on quantified surface description. Rock Mechanics and Rock Engineering, 39 (4), 295-314.
[7]. Asadollahi, P. and Tonon, F. (2010). Constitutive model for rock fractures: Revisiting Barton's empirical model. Engineering Geology, 113 (1–4), 11-32.
[8]. Bahaaddini, M. (2017). Effect of Boundary Condition on the Shear Behaviour of Rock Joints in the Direct Shear Test. Rock Mechanics and Rock Engineering, 50 (5), 1141-1155.
[9]. Bahaaddini, M., Hagan, P., Mitra, R., and Hebblewhite, B.K. (2013). Numerical investigation of asperity degradation in the direct shear test of rock joints. Proc, Eurock 2013 conference. Wroclaw, Poland.
[10]. Pirzada, M.A., Roshan, H., Sun, H., Oh, J., Andersen, M.S., Hedayat, A. et al. (2020). Effect of contact surface area on frictional behaviour of dry and saturated rock joints. Journal of Structural Geology, 135, 104044.
[11]. Pirzada, M.A., Bahaaddini, M., Moradian, O., and Roshan, H. (2021). Evolution of contact area and aperture during the shearing process of natural rock fractures. Engineering Geology, 291, 106236.
[12]. Xie, H., Wang, J.-A., and Xie, W.-H. (1997). Fractal effects of surface roughness on the mechanical behavior of rock joints. Chaos, Solitons and Fractals, 8 (2), 221-252.
[13]. Zhang, G., Karakus, M., Tang, H., Ge, Y., and Zhang, L. (2014). A new method estimating the 2D Joint Roughness Coefficient for discontinuity surfaces in rock masses. International Journal of Rock Mechanics and Mining Sciences, 72, 191-198.
[14]. Wang, C., Wang, L., and Karakus, M. (2019). A new spectral analysis method for determining the joint roughness coefficient of rock joints. International Journal of Rock Mechanics and Mining Sciences, 113, 72-82.
[15]. Weissbach, G. (1978). A new method for the determination of the roughness of rock joints in the laboratory. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 15 (3), 131-133.
[16]. Milne, D., Germain, P., and Potvin, Y. (1992). Measurement of rock mass properties for mine design. Proc, ISRM Symposium on Rock Characterization-Eurock 92. London: A.A. Balkema, 245-250.
[17]. Maerz, N.H., Franklin, J.A., and Bennett, C.P. (1990). Joint roughness measurement using shadow profilometry. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 27 (5), 329-343.
[18]. Maerz, N.H. and Franklin, J.A. (1990). Roughness scale effects and fractal dimension. Proc, First International Workshop on Scale Effects in Rock Masses. Leon, Norway: A.A. Balkema, 121-125.
[19]. Grasselli, G. (2001). Shear strength of rock joints based on quantified surface description, PhD Thesis, Ecole Polytechnique Fédérale de Lausanne, Switzerland.
[20]. Thomas, T.R. (1999) Rough Surfaces. London: Imperial College Press.
[21]. Feckers, E. and Rengers, N. (1971). Measurement of large scale roughness of rock planes by means of profilograph and geological compass. Proc, International Symposium on Rock Mechanics. Nancy, France, 1-18.
[22]. Rasouli, V. and Harrison, J.P. (2004). A comparison of linear profiling and an in-plane method for the analysis of rock surface geometry. International Journal of Rock Mechanics and Mining Sciences, 41, Supplement 1 (0), 133-138.
[23]. Sturzenegger, M. and Stead, D. (2009). Close-range terrestrial digital photogrammetry and terrestrial laser scanning for discontinuity characterization on rock cuts. Engineering Geology, 106 (3–4), 163-182.
[24]. Gaich, A., Potsch, M., and Schubert, W. (2006). Basics and application of 3D imaging systems with conventional and high-resolution cameras. Proc, The 41st US Rock Mechanics Symposium. Alexandria, VA.
[25]. Poropat, G.V. (2006). Remote 3D mapping of rock mass structure. Proc, The 41st US Rock Mechanics Symposium. Alexandria, VA.
[26]. Tonon, F. and Kottenstette, J.T. (2006). Laser and photogrammetric methods for rock face characterization. Proc, The 41st US Rock Mechanics Symposium. Alexandria, VA.
[27]. Birch, J.S. (2006). Using 3DM Analyst Mine Mapping Suite for rock face characterization. Proc, The 41st US Rock Mechanics Symposium. Alexandria, VA.
[28]. Zhang, D., Zhang, Y., Cheng, T., Meng, Y., Fang, K., Garg, A. et al. (2017). Measurement of displacement for open pit to underground mining transition using digital photogrammetry. Measurement, 109, 187-199.
[29]. Firpo, G., Salvini, R., Francioni, M., and Ranjith, P.G. (2011). Use of digital terrestrial photogrammetry in rocky slope stability analysis by distinct elements numerical methods. International Journal of Rock Mechanics and Mining Sciences, 48 (7), 1045-1054.
[30]. Voyat, I., Roncella, R., Forlani, G., and Ferrero, A.M. (2006). Advanced techniques for geo structural surveys in modelling fractured rock masses: application to two Alpine sites. Proc, The 41st US Rock Mechanics Symposium. Alexandria, VA.
[31]. Tannant, D.D. (2015). Review of photogrammetry-based techniques for characterization and hazard assessment of rock faces International Journal of Geohazards and Environment, 1 (2), 76-87.
[32]. Haneberg, W. (2008). Using close range terrestrial digital photogrammetry for 3-D rock slope modeling and discontinuity mapping in the United States. Bulletin of Engineering Geology and the Environment, 67 (4), 457-469.
[33]. Kottenstette, J.T. (2005). Measurement of geologic features using close range terrestrial photogrammetry. Proc, The 40th US Symposium on Rock Mechanics. Anchorage, Alaska, USA.
[34]. Tonon, F. and Kottenstette, J.T. (2006). Summary paper on the Morrison field exercise. Proc, The 41st US Rock Mechanics Symposium. Alexandria, VA.
[35]. Gaich, A. and Pötsch, M. (2016). Gaich 2016 3D images for digital tunnel face documentation at TBM headings – Application at Koralmtunnel lot KAT2 Geomechanics and Tunnelling, 9 (3), 210-221.
[36]. Niedostatkiewicz, M., Lesniewska, D., and Tejchman, J. (2011). Experimental analysis of shear zone patterns in cohesionless for earth pressure problems using particle image velocimetry, Strain, 47: 218-231.
[37]. Khosravi, M.H., Pipatpongsa, T., and Takemura, J. (2013). Experimental analysis of earth pressure against rigid retaining walls under translation mode. Geotechnique, 63 (12), 1020-1028.
[38]. Ganiyu, A.A., Rashid, A.S.A., and Osman, M.H. (2016). Utilization of transparent synthetic soil surrogates in geotechnical physical models: A review. Journal of Rock Mechanics and Geotechnical Engineering, 8 (4), 568-576.
[39]. Khosravi, M.H., Pipatpongsa, T., Takahashi, A., and Takemura, J. (2011). Arch action over an excavated pit on a stable scarp investigated by physical model tests. Soils and Foundations, 51 (4), 723-735.
[40]. Khosravi, M., Tang, L., Pipatpongsa, T., Takemura, J., and Doncommul, P. (2012). Performance of counterweight balance on stability of undercut slope evaluated by physical modeling. International Journal of Geotechnical Engineering, 6 (2), 193-205.
[41]. Masoumi, H. (2013). Investigation into the mechanical behaviour of intact rock at different sizes PhD Thesis, UNSW Australia, Sydney.
[42]. Masoumi, H., Bahaaddini, M., Kim, G., and Hagan, P. (2014). Experimental investigation into the mechanical behavior of Gosford sandstone at different sizes. Proc, 48th US Rock Mechanics/Geomechanics Symposium: American Rock Mechanics Association.
[43]. Bahaaddini, M., Serati, M., Masoumi, H., and Rahimi, E. (2019). Numerical assessment of rupture mechanisms in Brazilian test of brittle materials. International Journal of Solids and Structures, 180-181, 1-12.
[44]. Lv, A., Masoumi, H., Walsh, S.D.C., and Roshan, H. (2019). Elastic-softening-plasticity around a borehole: an analytical and experimental study. Rock Mechanics and Rock Engineering, 52 (4), 1149-1164.
[45]. Myers, N.O. (1962). Characterization of surface roughness. Wear, 5 (3), 182-189.
[46]. Tse, R. and Cruden, D.M. (1979). Estimating joint roughness coefficients. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 16 (5), 303-307.
[47]. ADAM Technology. (2010) 3DM analyst mine mapping suite manual. Perth, Australia
[48]. Bahaaddini, M. and Hosseinpour Moghadam, E. (2019). Evaluation of empirical approaches in estimating the deformation modulus of rock masses, Bulletin of Engineering Geology and the Environment, 78 (5), 3493-3507.
[49]. Bland, J.M. and Altman, D.G. (1995). Comparing methods of measurement: why plotting difference against standard method is misleading. Lancet (London, England), 346 (8982), 1085-1087.
[50]. Bland, J.M. and Altman, D.G. (1986). Statistical methods for assessing agreement between two methods of clinical measurement. Lancet (London, England), 1 (8476), 307-310.
[51]. Bland, J.M. and Altman, D.G. (1999). Measuring agreement in method comparison studies. Statistical methods in medical research, 8 (2), 135-160.
[52]. Montenij, L.J., Buhre, W.F., Jansen, J.R., Kruitwagen, C.L., and de Waal, E.E. (2016). Methodology of method comparison studies evaluating the validity of cardiac output monitors: a stepwise approach and checklist. British Journal of Anaesthesia, 116 (6), 750-758.
[53]. Kim, D.H., Poropat, G., Gratchev, I., and Balasubramaniam, A. (2016). Assessment of the accuracy of close distance photogrammetric JRC data. Rock Mechanics and Rock Engineering, 49 (11), 4285-4301.
[54]. El-Hakim, S.F., Beraldin, J.A., and Blais, F. (1995) Comparative evaluation of the performance of passive and active 3D vision systems, Proc. SPIE 2646, Digital Photogrammetry and Remote Sensing.
[55]. Bahaaddini, M., Hagan, P.C., Mitra, R., and Khosravi, M.H. (2016). Experimental and numerical study of asperity degradation in the direct shear test. Engineering Geology, 204, 41-52.
[56]. Bahaaddini, M., Hagan, P.C., Mitra, R., and Hebblewhite, B.K. (2015). Parametric study of smooth joint parameters on the shear behaviour of rock joints. Rock Mechanics and Rock Engineering, 48 (3), 923-940.
[57]. Asadi, M., Rasouli, V., and Barla, G. (2012). A bonded particle model simulation of shear strength and asperity degradation for rough rock fractures. Rock Mechanics and Rock Engineering, 45 (5), 649-675.
[58]. Bahaaddini, M., Sharrock, G., Hebblewhite, B., and Mitra, R. (2012). Direct shear tests to model the shear behaviour of rock joints by PFC2D. 46th US Rock Mechanics/Geomechanics Symposium. Chicago, IL, USA: American Rock Mechanics Association.
[59]. Bahaaddini, M. (2014). Numerical study of the mechanical behaviour of rock joints and non-persistent jointed rock masses, PhD Thesis, UNSW Australia, Sydney, Australia.