Resources for
Researchers

• Chris M. Mangiardi, R. Meyer, 2017. A hybrid algorithm for parallel molecular dynamics simulations, In Computer Physics Communications, Volume 219, 2017, Pages 196-208, ISSN 0010-4655. doi

• Effect of diesel oxidation catalysts on nitrogen dioxide production from diesel mining equipment
  CIM Journal, Vol. 7, No. 1, 2016
  Author: J. Stachulak (MIRARCO), M. Gangal (NRCan), C. Allen (Vale)

• Manouchehrian, A. and Cai, M. 2015. Influence of material heterogeneity on failure intensity in unstable rock failure. Computers and Geotechnics, in press.
• Zhao, X.G., Wang, J., Qin, X.H. Cai, M., Su, R. et al. 2015. In-situ stress measurements and regional stress field assessment in the Xinjiang candidate area for China's HLW disposal. Engineering Geology, 197, 42-56. doi
• Manouchehrian, A. and Cai, M. 2015. Simulation of unstable rock failure under unloading conditions. Canadian Geotechnical Journal, 10.1139/cgj-2015-0126. doi
• Peng, J., Cai, M., Liu, D.Q., He, M.C., Zhou, C.B. 2015. A phenomenological constitutive model of brittle rocks under uniaxial compression. International Journal of Geohazards and Environment, 1(2), 53-62. doi
• Wang, X., Cai, M. 2015. Influence of wavelength-to-excavation span ratio on ground motion around deep underground excavations. Tunnelling and Underground Space Technology, 49, 438-453. doi
• Zhao, X.G., Cai, M., Wang, J., Li, P.F. 2015. Strength comparison between cylindrical and prism specimens of beishan granite under uniaxial compression. Int. J. Rock Mech. Min. Sci., 76, 10-17. doi
• Peng, J., Rong, G., Cai, M., Zhou, C.B. 2015. A model for characterizing crack closure effect of rocks. Engineering Geology, 189, 48-57. doi
• Peng, J., Cai, M., Rong, G., Zhou, C.B., Zhao, X.G. 2015. Stresses for Crack Closure and its Application to Assessing Stress-Induced Microcrack Damage. Chinese Journal of Rock Mechanics and Engineering, 34(6), 1091-1110.
• Zhao, X.G., Cai, M., Wang, J., Li, P.F., Ma, L.K. 2015. Objective determination of crack initiation stress of brittle rocks under compression using AE measurement. Rock Mech. Rock Engng, in press. doi
• He, M.C., Zhao, F., Cai, M., Du, S. 2015. A novel experimental technique to simulate pillar burst in laboratory. Rock Mech. Rock Engng, 48(5), 1833-1848. doi
• Zhao, X.G. and Cai, M. 2015. Influence of specimen height-to-width ratio on the strainburst characteristics of Tianhu granite under true-triaxial unloading conditions. Canadian Geotechnical Journal, 52(7), 890-902. doi
• Peng, J., Rong, G., Cai, M., Peng, K. 2015. Determination of residual strength of rocks by a brittle index. Rock and Soil Mechanics, 36(2), 403-408. doi

• Li, L.C., Tang, C.A., Zhao, X.D., Cai, M., 2014. Block caving-induced strata movement and associated surface subsidence: a numerical study based on a demonstration model. Bulletin of Engineering Geology and the Environment, 73(4), 1165-1182. doi
• Cai, M. and Kaiser, P.K., 2014. In-situ rock spalling strength near excavation boundaries. Rock Mech. Rock Engng, 47 (2): 659-675. doi
• Peng, J., Rong, G., Zhou, C.B., Cai, M., Peng, K. , 2014. A strain-softening model based on GSI softening. Chinese Journal of Geotechnical Engineering, 36 (3): 449-507.
• Zhao, X.G., Wang, J., Cai, M. et al. , 2014. Influence of unloading rate on the strainburst characteristics of Beishan granite under true triaxial unloading conditions. Rock Mech. Rock Engng, 47 (2): 467-483. doi
• Peng, J., Rong, G., Cai, M., Wang, X.J., Zhou, C.B. , 2014. An empirical failure criterion for intact rocks. Rock Mech. Rock Engng, 47 (2): 347-356. doi
• Bao, C.Y., Tang, C.A., Tang, S.B., Cai, M., 2014. Numerical simulation and mechanism research of surface fracture equal-spacing subjected to cooling shrinking. Chinese Journal of Rock Mechanics and Engineering, 33 (3): 549-557.
• Cai, M., Zhao, X.G., Kaiser, P.K., 2014. On field strength of massive rocks. Chinese Journal of Rock Mechanics and Engineering, 33 (1): 1-13.

• Bahrani, N. and Kaiser, P.K. , 2013. Strength degradation of non-persistently jointed rockmass. Int. J. Rock Mech. Min. Sci., 62: 28-33.
• Yong, S., Kaiser P.K. Loew, S. , 2013. Rock mass response ahead of an advancing face in faulted shale. Int. J. Rock Mech. Min. Sci., 60: 301-311.
• Cai, M. , 2013. Fracture initiation and propagation in a Brazilian disc with a plane interface: a numerical study. Rock Mech. Rock Engng, 46 (2): 289-302. doi
• Ma, K., Tang, C.A., Li, L.C., Ranjith, P.G., Cai, M., Xu, N.W. , 2013. 3D modeling of stratified and irregularly jointed rock slope and its progressive failure.
• Bao, C.Y., Tang, C.A., Tang, S.B., Cai, M. , 2013. Spacing and failure mechanism of edge fracture in two-layered materials. Int. J. Fracture,, 181 (2): 241-255. doi
• Bao, C.Y., Tang, C.A., Tang, S.B., Cai, M. , 2013. Spacing and failure mechanism of rock surface cracks under uniaxial loading. Chinese Journal of Rock Mechanics and Engineering, 32 (3): 474-482.
• Cai, M. , 2013. Principles of rock support in burst-prone grounds. Tunnelling and Underground Space Technology, 36: 46-56. doi
• Li, T., Mei, T.T., Sun, X.H., Lu, Y.G., Sheng, J.Q. and Cai, M. , 2013. A study on a water-inrush accident at Laohutai coalmine. Int. J. Rock Mech. Min. Sci., 59: 151-159. doi
• Zhao, X.G., Cai, M., Wang, J., Ma, L.K. , 2013. Damage stress and acoustic emission characteristics of the Beishan granite. Int. J. Rock Mech. Min. Sci., 64: 258-269. doi
• Zhao, X.G., Wang, J., Cai, M., et al. , 2013. In-situ stress measurements and regional stress field assessment of the Beishan area, China. Engineering Geology, 163: 26-40. doi

• Amann, F., Kaiser, P.K., Button, E.A. , 2012. Experimental Study of Brittle Behavior of Clay Shale in Rapid Triaxial Compression. Rock Mechanics and Rock Engineering, 45 (1): 21-33.
• Cai, M., Champaigne, D., 2012. Influence of bolt-grout bonding on MCB conebolt performance. Int. J. Rock Mech. Min. Sci., 49: 165-175. doi
• Kaiser, P.K. and Cai, M. , 2012. Design of rock support system under rockburst condition. Journal of Rock Mechanics and Geotechnical Engineering, 4 (3): 215-227.
• Li, L.C., Tang, C.A., Cai, M. , 2012. Numerical study on caving state of overlying rock and orebody by caving method. Metal Mine, 12: 13-17.

• Cai, M., 2011. Rock Mass Characterization and Rock Property Variability Considerations for Tunnel and Cavern Design. Rock Mechanics and Rock Engineering, 44 (4): 379-399.
• Bahrani, N., Tannant, D.D., 2011. Field-scale assessment of effective dilation angle and peak shear displacement for a footwall slab failure surface. International Journal of Rock Mechanics and Mining Sciences, 48 (4): 565-579. doi
• Suorineni, F.T., Kaiser, P.K., Mgumbwa, J.J., Thibodeau, D. , 2011. Mining of orebodies under shear loading Part 1 - case histories. Mining Technology, 120 (3): 137-147.
• Kaiser, P.K., Kim, B., Bewick, R.P., Valley, B. , 2011. Rock Mass Strength at Depth and Implications for Pillar Design. Mining Technology, 120 (3): 170-179.
• Suorineni, F.T. , 2011. Letter to the editor, Comments regarding the paper 'Factors influencing overbreak in the barkers orebody, Kundana gold mine: narrow vein case study' by P. C. Stewart, R. Trueman and I. Brunton, 2011. Transactions Institution of Mining and Metallurgy (Section A): Mining Technology, 120 (4): 185-189.

• Zhao, X.G. and Cai, M., 2010. Influence of plastic shear strain and confinement-dependent rock dilation on rock failure and displacement near an excavation boundary. International Journal of Rock Mechanics and Mining Sciences, 47 (5): 723-738. doi
• Cai, M., 2010. Practical Estimates of Tensile Strength and Hoek-Brown Strength Parameter mi of Brittle Rocks. Rock Mechanics and Rock Engineering, 43 (2): 167-184. doi
• Zhao, X. G. and Cai, M., 2010. A mobilized dilation angle model for rocks. International Journal of Rock Mechanics and Mining Sciences, 43 (3): 368-384. doi
• Dorbath, L., Evans, K., Cuenot, N., Valley, B., Charléty, J. and Frogneux, M., 2010. The stress field at Soultz-sous-Forêts from focal mechanisms of induced seismic events: Cases of the wells GPK2 and GPK3. Comptes Rendus Geosciences. doi
• Dezayes, C., Genter, A. and Valley, B., 2010. Structure of the low permeable naturally fractured geothermal reservoir at Soultz. Comptes Rendus Geosciences, 342: 517-530. doi
• Suorineni, F. T., 2010. The stability graph after three decades in use: Experiences and the way forward. International Journal of Mining, Reclamation and Environment, 24 (4): 307-339.
• Yong, S., Kaiser, P.K., Loew, S. , 2010. Influence of tectonic shears on tunnel-induced fracturing. International Journal of Rock Mechanics and Mining Sciences, 47 (6): 849-907.
• Zhao, X.G., Cai, M.F. and Cai, M. , 2010. Considerations of rock dilation on modeling failure and deformation of hard rocks - a case study of the Mine-by test tunnel in Canada. Journal of Rock Mechanics and Geotechnical Engineering, 2 (4): 338-349. doi
• Zhao, X.G., Cai, M. and M.F. Cai , 2010. Influence of dilation on rock mass displacement around underground excavations - a case study of the Donkin-Morien tunnel in Canada. Chinese Journal of Rock Mechanics and Engineering, 29 (11): 2185-2195.
• Zhao, X.G., Cai, M.F., Cai, M. and Jia, P. , 2010. Mutual influence between shear dilatation of rock mass and rebar support around underground excavation. Chinese Journal of Rock Mechanics and Engineering, 29 (10): 2056-2062.
• Zhao, X.G., Cai, M. and M.F. Cai , 2010. A rock dilation angle model and verification. Chinese Journal of Rock Mechanics and Engineering, 29 (5): 970-981.

• Bahrani, N. and Tannant, D. D., 2009. Shear strength assessment of a footwall slab using finite element modelling. CIM Bulletin, 102 (115): 48-57.
• Suorineni, F., Chinnasane, D., and Kaiser, P. K., 2009. A Procedure for Determining Rock-Type Specific Hoek-Brown Brittle Parameters. Rock Mechanics and Rock Engineering, 42 (6): 849-881. doi
• Rojat, F., Labiouse, V., Kaiser, P. K., and Descoeudres, F., 2009. Brittle Rock Failure in the Steg Lateral Adit of the Lötschberg Base Tunnel. Rock Mechanics and Rock Engineering, 42 (2): 341-359. doi
• Valley, B. and Evans, K., 2009. Stress orientation to 5 km depth in the basement below Basel (Switzerland) from borehole failure analysis. Swiss Journal of Geosciences, 102 (3): 467-480. doi

• Cai, M., 2008. Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries - Insight from numerical modeling. International Journal of Rock Mechanics and Mining Sciences, 45 (5): 763-772. doi
• Suorineni, F. T., Kaiser, P. K., and Henning, J. G., 2008. Safe rapid drifting - Support selection. Tunnelling and Underground Space Technology, 23 (6): 682-699. doi
• Cai, M. , 2008. Influence of stress path on tunnel excavation response - numerical tool selection and modeling strategy. Tunnelling and Underground Space Technology, 23: 618-628. doi

• Cai, M., Morioka, H., Kaiser, P. K., Tasaka, Y., Kurose, H., Minami, M., and Maejima, T., 2007. Back-analysis of rock mass strength parameters using AE monitoring data. International Journal of Rock Mechanics and Mining Sciences, 44 (4): 538-549. doi
• Cai, M., Kaiser, P. K., Tasaka, Y., and Minami, M., 2007. Determination of residual strength parameters of jointed rock masses using the GSI system. International Journal of Rock Mechanics and Mining Sciences, 44 (2): 247-265. doi
• Cai, M., Kaiser, P. K., Morioka, H., Minami, M., Maejima, T., Tasaka, Y., and Kurose, H., 2007. FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations. International Journal of Rock Mechanics and Mining Sciences, 44 (4): 550-564. doi
• Li, T., Cai, M. F., and Cai, M., 2007. A review of mining-induced seismicity in China. International Journal of Rock Mechanics and Mining Sciences, 44 (8): 1149-1171. doi
• Kim, B. H., Cai, M., Kaiser, P. K., and Yang, H. S., 2007. Estimation of Block Sizes for Rock Masses with Non-persistent Joints. Rock Mechanics and Rock Engineering, 40 (2): 169-192. doi
• Kim, B. H., Kaiser, P. K. and Grasselli, G., 2007. Influence of persistence on behaviour of fractured rock masses. Geological Society, London, Special Publications, 284: 161-173.
• Cai, M., Kaiser, P., Suorineni, F. and Su, K., 2007. A study on the dynamic behavior of the Meuse/Haute-Marne argillite. Physics and Chemistry of the Earth, Parts A/B/C, 32 (8-14): 907-916. doi
• Li, T., Cai, M.F. and Cai, M. , 2007. A Rockburst Energy Release Model and Energy Release Spectrum for Coalmines in Layered Grounds. Journal of China Coal Society, 32 (12): 1258-1263.
• Li, T., Cai, M.F. and Cai, M. , 2007. Characteristic depths of mining-induced seismicity. Chinese Journal of Rock Mechanics and Engineering, 26 (8): 1546-1552.
• Morioka, H., Minami, M., Maejima, T., Tasaka, Y., Kurose, H. and Cai, M. , 2007. A New Back Analysis Method for the Determination of Rock Mass Strength Parameters Based on Field AE Monitoring Data. Journal of JSCE, C63 (2): 398-402. doi
• Li, T., Cai, M.F. and Cai, M. , 2007. Earthquake-induced Unusual Gas Emission in Coalmines: A km-scale In-situ Experimental Investigation at Laohutai Mine. International Journal of Coal Geology, 71 (2-3): 209-224. doi

• Cai, M., Kaiser, P.K., 2006. Visualization of rock mass classification systems. Geotechnical and Geological Engineering, 24 (4): 1089-1102. doi
• Li, T., Cai, M.F. and Cai, M. , 2006. A discussion on the classification of mining-induced seismicity. Chinese Journal of Rock Mechanics and Engineering, 25 (Supp. 2): 3679-3686.
• Cai, M., Kaiser, P.K., Cotesta, L. and Dasys, A. , 2006. Planning and design of underground engineerings utilizing common earth model and immersive virtual reality. Chinese Journal of Rock Mechanics and Engineering, 25 (6): 1182-1189. doi

• Morioka, H., Minami, M., Maejima, T., Tasaka, Y., Cai, M. and Aoki, K. , 2005. Evaluation of deformation response of large-scale caverns using the AE monitoring technique. Journal of JSCE, 67 (6): 81-96. doi
• Cai, M. and Kaiser, P.K. , 2005. Assessment of excavation damaged zone using a micromechanics model. Tunnelling and Underground Space Technology, 20 (4): 301-310. doi

• Cai, M., Kaiser, P. K., Uno, H., Tasaka, Y., and Minami, M., 2004. Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system. International Journal of Rock Mechanics and Mining Sciences, 41 (1): 3-19. doi
• Cai, M. and Kaiser, P. K., 2004. Numerical simulation of the Brazilian test and the tensile strength of anisotropic rocks and rocks with pre-existing cracks. International Journal of Rock Mechanics and Mining Sciences, 41 (3): 450-451. doi
• Cai, M., Kaiser, P. K., Tasaka, Y., Maejima, T., Morioka, H., and Minami, M., 2004. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations. International Journal of Rock Mechanics and Mining Sciences, 41 (5): 833-847. doi
• Diederichs, M. S., Kaiser, P. K., and Eberhardt, E, 2004. Damage initiation and propagation in hard rock during tunnelling and the in uence of near-face stress rotation. International Journal of Rock Mechanics and Mining Sciences, 41 (5): 785-812. doi
• Valley, B., Burkhard, M. and Schnegg, P. A., 2004. Dépliage 3-D des anticlinaux bordant le synclinal fermé de la vallée des Ponts, Jura central, Suisse. Eclogae Geologicae Helvetiae, 97 (2): 279-291. doi

• Hajiabdolmajid, V., Kaiser, P. K. and Martin, D., 2003. Mobilised strength components in brittle failure of rock. Geotechnique, 53 (3): 327-336. doi
• Hajiabdolmajid, V. and Kaiser, P. K., 2003. Brittleness of rock and stability assessment in hard rock tunneling. Tunnelling and Underground Space Technology, 18 (1): 35-48. doi
• Diederichs, M. S., 2003. Manuel Rocha Medal Recipient Rock Fracture and Collapse Under Low Confinement Conditions. Rock Mechanics and Rock Engineering, 36 (5): 339-381. doi
• Martin, C. D., Kaiser, P. K., and Christiansson, R., 2003. Stress, instability and design of underground excavations. International Journal of Rock Mechanics and Mining Sciences, 40 (7-8): 1027-1047. doi

• Hajiabdolmajid, V., Kaiser, P. K., and Martin, C. D., 2002. Modelling brittle failure of rock. International Journal of Rock Mechanics and Mining Sciences, 39 (6): 731-741. doi

• Cai, M., Kaiser, P. K., and Martin, C. D., 2001. Quantification of rock mass damage in underground excavations from microseismic event monitoring. International Journal of Rock Mechanics and Mining Sciences, 38 (8): 1135-1145. doi
• Kaiser, P. K., Yazici, S., and Maloney, S., 2001. Mining-induced stress change and consequences of stress path on excavation stability - a case study. International Journal of Rock Mechanics and Mining Sciences, 38 (2): 167-180. doi
• Suorineni, F. T., Kaiser, P. K., and Tannant, D. D., 2001. Likelihood statistic for interpretation of the stability graph for open stope design. International Journal of Rock Mechanics and Mining Sciences, 38 (5): 735-744. doi
• Suorineni, F. T., Tannant, D. D., Kaiser, P. K., and Dusseault, M. B., 2001. Incorporation of a fault factor into the stability graph method: Kidd mine case studies. Mineral Resources Engineering, 10 (1): 3-37. doi

• Martin, C. D. and Maybee, W. G., 2000. The strength of hard-rock pillars. International Journal of Rock Mechanics and Mining Sciences, 37 (8): 1239-1246. doi

• Diederichs, M. S. and Kaiser, P. K., 1999. Stability of large excavations in laminated hard rock masses: the voussoir analogue revisited. International Journal of Rock Mechanics and Mining Sciences, 36 (1): 97-117. doi
• Diederichs, M. S. and Kaiser, P. K., 1999. Tensile strength and abutment relaxation as failure control mechanisms in underground excavations. International Journal of Rock Mechanics and Mining Sciences, 36 (1): 69-96. doi
• Diederichs, M. S. and Kaiser, P. K., 1999. Authors' reply to Discussion by A.L. Sofianos regarding Diederichs M.S. and Kaiser P.K. Stability of large excavations in laminated hard rock masses: the voussoir analogue revisited. International Journal of Rock Mechanics & Mining Sciences. 1999; 36: 97-117. International Journal of Rock Mechanics & Mining Sciences, 36 (7): 995-997. doi
• Suorineni, F. T., Tannant, D. D., Kaiser, P. K., 1999. Determination of fault-related sloughage in open stopes. International Journal of Rock Mechanics and Mining Sciences, 36 (7): 891-906. doi
• Martin, C. D., Kaiser, P. K., and McCreath, D. R., 1999. Hoek-Brown parameters for predicting the depth of brittle failure around tunnels. Canadian Geotechnical Journal, 36 (1): 136-151. doi
• M. Diederichs, D. J. Hutchinson, P. K. Kaiser, 1999. Cable Layouts using the Modified Stability Graph. CIM Bulletin, 92: 81-85.

• Alcott, J. M., Kaiser, P. K., and Simser, B. P., 1998. Use of Microseismic Source Parameters for Rockburst Hazard Assessment. Pure and Applied Geophysics, 153 (1): 41-65. doi
• Cai, M., Kaiser, P. K., and Martin, C. D., 1998. A Tensile Model for the Interpretation of Microseismic Events near Underground Openings. Pure and Applied Geophysics, 153 (1): 67-92. doi
• Kaiser, P. K. and Tang, C. A., 1998. Numerical Simulation of Damage Accumulation and Seismic Energy Release During Brittle Rock Failure - Part II: Rib Pillar Collapse. International Journal of Rock Mechanics and Mining Sciences, 35 (2): 123-134. doi
• Tang, C. A. and Kaiser, P. K., 1998. Numerical Simulation of Cumulative Damage and Seismic Energy Release During Brittle Rock Failure - Part I: Fundamentals. International Journal of Rock Mechanics and Mining Sciences, 35 (2): 113-121. doi
• B. Simser, P. Andrieux, D. Peterson, T. MacDonald, J. Alcott, 1998. Advanced monitoring and analysis of microseismic activity as an aid to mining at Brunswick Mines. International Journal of Rock Mechanics and Mining Sciences, 35 (4-5): 389-389. doi

• Kaiser, P. K. and Maloney, S. M., 1997. Scaling Laws for the Design of Rock Support. Pure and Applied Geophysics, 150 (3): 415-434. doi
• Martin, D. C., 1997. Seventeenth Canadian Geotechnical Colloquium: The effect of cohesion loss and stress path on brittle rock strength. Canadian Geotechnical Journal, 34 (5): 698-725.

• Diederichs, M. S. and Kaiser, P. K, 1996. Rock instability and risk analyses in open stope mine design. Canadian Geotechnical Journal, 33 (3): 431-439.
• Kaiser, P.K., Tannant, D. D., McCreath, D. R., 1996. Drift support in burst-prone ground. CIM Bulletin, 89: 131-138.

• Tannant, D., Brummer, R. and Yi, X., 1995. Rockbolt behaviour under dynamic loading: Field tests and modelling. International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts, 32 (6): 537-550. doi
• Brummer, R. K., Kaiser, P. K., 1995. Risk-cost-benefit analysis for support design in burst-prone mines. Trans. Instn. Min. Metall. (Sect.A: Mining Industry), 104 (1): A71-A75.
• Tannant, D. D. , Kaiser, P. K. , 1995. Friction bolt anchored wire rope for support in rockburst-prone ground. CIM Bulletin, 88: 98-104.

• McCreath, D. and Diederichs, M., 1994. Assessment of near-field rock mass fracturing around a potential nuclear fuel waste repository in the Canadian Shield. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 31 (5): 457-470. doi
• Wiles, T. and Kaiser, P. K., 1994. In situ stress determination using the under-excavation technique-I. Theory. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 31 (5): 439-446. doi
• Wiles, T. and Kaiser, P. K., 1994. In situ stress determination using the under-excavation technique-II. Applications. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 31 (5): 447-456. doi
• Yi, X. and Kaiser, P. K., 1994. Impact testing for rockbolt design in rockburst conditions. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 31 (6): 671-685. doi

• Tannant, D. D., Kaiser, P. K., and Chan, D. H., 1993. Effect of tunnel excavation on transmissivity distributions and flow in a fracture zone. Canadian Geotechnical Journal, 30 (1): 155-169. doi
• Tannant, D. D. and Kaiser, P. K., 1993. A shear-dependent fracture-zone transmissivity model. Canadian Geotechnical Journal, 30 (1): 146-154. doi
• Kazakidis, V. and Diederichs, M., 1993. Understanding jointed rock mass behaviour using a ubiquitous joint approach. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 30 (2): 163-172. doi

• Kaiser, P. K., Yazici, S. and Nose, J., 1992. Effect of stress change on the bond strength of fully grouted cables. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 29 (3): 293-306. doi
• Yazici, S. and Kaiser, P. K., 1992. Bond strength of grouted cable bolts. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 29 (3): 279-292. doi
• Kaiser, P. K., Maloney, S., Yazici, S., 1992. A new perspective on cable bolt design. CIM Bulletin, 85: 103-109.
• Ge, M., Kaiser, P. K., 1992. Practical application of an innovative microseismic source location procedure. Geotechnical and Geological Engineering, 10 (3): 163-184. doi

• Pelli, F., Kaiser, P. K., and Morgenstern, N. R., 1991. An interpretation of ground movements recorded during construction of the Donkin-Morien tunnel. Canadian Geotechnical Journal, 28 (2): 239-254. doi
• Pelli, F., Kaiser, P. K., and Morgenstern, N. R., 1991. The influence of near face behaviour on monitoring of deep tunnels. Canadian Geotechnical Journal, 28 (2): 226-238. doi
• Wong, R. C. K., Kaiser, P. K. , 1991. Design and performance of tunnels in cohesionless ground. Journal of Geotechnical Engineering, ASCE, 117 (12): 1880-1901.

• Zou, D. and Kaiser, P. K., 1990. Determination of in situ stresses from excavation-induced stress changes. Rock Mechanics and Rock Engineering, 23 (3): 167-184. doi
• Kaiser, P. K., Zou, D., and Lang, P. A., 1990. Stress determination by back-analysis of excavation-induced stress changes - a case study. Rock Mechanics and Rock Engineering, 23 (3): 185-200. doi
• Indraratna, B. and Kaiser, P. K., 1990. Design for grouted rock bolts based on the convergence control method. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 27 (4): 269-281. doi
• Kaiser, P. K. , Simmons, J., 1990. A reassessment of transport mechanisms of some rock avalanches in the Mackenzie Mountains, Yukon and Northwest Territories, Canada. Canadian Geotechnical Journal, 27 (1): 129-144.
• Kaiser, P. K., Maloney, S., Singh, S. P. , 1990. Feasibility of long-term ground control with stainless steel friction rock bolts. CIM Bulletin, 83: 55-60.
• Ge, M., Kaiser, P. K., 1990. Interpretation of physical status of arrival picks for microseismic source location. Bulletin of the Seismological Society of America, 80 (6): 1643-1660.

• Zou, D., Miller, H., Kaiser, P.K. , 1989. Numerical study of violent rock failure by stick-slip on joints. Mining Science and Technology, 9 (3): 241-251. doi

• Wong, R. C. K. and Kaiser, P. K., 1988. Design and performance evaluation of vertical shafts: rational shaft design method and verication of design method. Canadian Geotechnical Journal, 25 (2): 320-337. doi
• Wong, R. C. K. and Kaiser, P. K., 1988. Behaviour of vertical shafts: reevaluation of model test results and evaluation of field measurements. Canadian Geotechnical Journal, 25 (2): 338-352. doi

• Junkin, WR, Ben-Awuah, E and Fava, L. 2019. Incorporating DFN Analysis in Rock Engineering Systems Blast Fragmentation Models. ARMA 2019, The 53st US Rock Mechanics/Geomechanics Symposium, New York. 19-346.
• Junkin, WR, Ben-Awuah, E and Fava, L. 2019. DFN Variability Analysis through Voxelization. ARMA 2019, The 53st US Rock Mechanics/Geomechanics Symposium, New York. 19-345.
• François Caron, Vic Pakalnis Small Modular reactors (SMRs) in remote areas: the needs for chemistry. in QUÉBEC, QC, Canada, June 3 - 7, 2019.
  Canadian Chemical Conference and Exhibition .
• Jozef Stachulak, 2019. Evaluation of Diesel Oxidation Catalysts on NO2 Production From Mining Vehicles. 17 North American Mine ventilation symposium, Montreal, April 29, 2019.
• Jozef Stachulak, 2019. Diesel Particulate Filter (DPF) Technology and Engine Technology Deployment. MDEC/ Mines Diesel Emission conference, Toronto, Oct.10, 2019.

• Junkin, WR, Fava, L, Ben-Awuah, E and RM Srivastava 2018. Analysis of MoFrac-Generated Deterministic and Stochastic Discrete Fracture Network Models. DFNE 2018, 2nd International Discrete Fracture Network Engineering Conference, Seattle, Washington. 18-114.
• Stachulak, J. 2018. Mobile equipment power source- Impact on ventilation design. 11^th International Mine ventilation Congress, China, Sept 2018.
• Stachulak, J., 2018. State of the Art-Diesel Emission Curtailment Technology/Know-How. Lima,Peru, Aug., 2018.

• Altwegg, P., & Renard, P., 2017. Assessment of the Possible Uses of Gravity Measurements and Forward Modeling for the Geothermal Projects of Geneva (Switzerland). GRC Transactions, vol. 41, 2017. GRC Annual Meeting 01-04/10/2017 Salt Lake City, USA.
• Altwegg, P., Cabot, E., Maloney, S., Coulson, A., Malla, S., Goodman, S., 2017. In situ stress measurements at the Coxwell Bypass Tunnel along the inner Harbour East and Lower Don River, Toronto, Ontario.. GeoOttawa 2017 proceedings, 01-04.10.2017, Ottawa, Ontario, Canada.
• Mauri, G., Marguet, L., Jansen, G., Marti, U., Baumberger, R., Allenbach, R., Kuhn, P., Altwegg, P., Miller, S.A., 2017. Combine used of land gravity data and 3D geological model to image deep geological basin: Case of Region of La Broye, Switzerland. Presented at the IASTEM 136th International Conference on Environment and Natural Sciences (ICENS), Seoul, South Korea.
• Junkin, WR, Janeczek, D, Bastola, S, Wang, X, Cai, M, Fava, L, Sykes, E, Munier, R and R.M. Srivastava 2017. Discrete Fracture Network Generation for the Äspö TAS08 Tunnel using MoFrac. ARMA 2017, The 51st US Rock Mechanics/Geomechanics Symposium, San Francisco, California. 17-339.
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• Stachulak, J., 2017. State of the Art in Diesel Filter Research and Technologies. German Canadian Workshop, Mirarco, Sudbury, June 2017.

• Mauri G., Marguet L., Jansen G., Olivier R., Marti U., Baumberger R., Allenbach R., Kuhn P., Altwegg P., Miller S.A., 2015. Gravity prospection in region of La Broye. 13th Swiss Geosciences Meeting, Basel 2015. P 7.9
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• Williamson, A. L., F. Caron and G.A. Spiers, (2014). Radionuclide Release from Simulated Waste Material after Biogeochemical Leaching of Uraniferous Mineral Samples. J. Environ. Radioactivity, Vol 138, p. 308-314.  doi/10.1016/j.jenvrad.2014.03.004.
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• Stachulak, J., 2014. HJS DPF system for light duty diesel vehicles. ETH/International Nanoparticle conference, Zurich, June 2014.
• Stachulak, J., 2014. Evaluation of a continuously regenerating DPF system. Mines Diesel Emission conference, Toronto., Oct. 2014.

• Kaiser, P.K. and Cai, M. , 2013. Rockburst damage mechanisms and support design principles. In Keynote Lecture. In: RaSiM8 Proceedings, Saint-Petersburg, Moscow, Russia, Sept. 1-7, pages 349-370.
• Golchinfar, N. and Cai, M. , 2013. Numerical modeling of brittle rock failure under dynamic stress loading. In 23rd World Mining Congress, August 11-15, Montreal, pages 13p.
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• Beruar, O., Thibodeau, D., Sharan, S., Cai, M. , 2013. Consideration of post-peak response of the pillar-rock system in sill pillar design. In 23rd World Mining Congress, August 11-15, Montreal, pages 12p.
• Zhao, X.G., Wang, J., Ma, K.L., Su, R., Cai, M., Wang, G.B., 2013. Acoustic emission behaviors of the Beishan granite under uniaxial and triaxial compression conditions. In SINOROCK 2013: Rock Characterisation, Modelling and Engineering Design Methods, Feng, Hudson, Tan (eds), CRC Press, pages 75-80.
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• Kaiser, P.K. and Cai, M. , 2013. Critical review of design principles for rock support in burst-prone ground - time to rethink!. In Keynote Lecture. In: Ground Support 2013, pages 3-38. Potvin, Y. and Brady, B. (Eds).
• Fava, L., Saavedra-Rosas, J., Tough, V. & Haarala, P., 2013. Heuristic Optimization of Scheduling Scenarios for Achieving Strategic Mine Planning Targets. 23^rd World Mining Congress, August 11-15, 2013, Montreal, Canada.
• Schafrik, S., Fava, L., Allen, C., O'Connor, D. & Millar, D., 2013. Verification of a CFD code used for air flow simulations of fractured and broken rock. 23^rd World Mining Congress, August 11-15, 2013, Montreal, Canada.
• Stachulak, J. - MIRARCO Mining Innovation, Sudbury, Ontario, Canada, Research outcomes on Nitrogen Dioxide in the Mines. World Mining Congress, Montreal 2013.

• Yong, S., 2012. Characterisation of excavation-induced perturbations in the Opalinus clay at Mont Terri: a case study. In In: David C. Sego Symposium, LU Arenson & NA Beier (eds), The UofA Geotechnical Centre, Edmonton, April 26-27, 2012.
• Bahrani N. Valley B. & Kaiser P.K., 2012. Influence of borehole orientation on in-situ stress estimation using the Kaiser effect. In Proc. 6th International Conference on Mass Mining, Sudbury, Canada, pages 9p.
• Bahrani N., Valley B., Maloney S. & Kaiser P.K., 2012. Numerical investigation of the influence of borehole orientation on drilling-induced core damage. In Proc. EUROCK2012, Sweden, pages 13p.
• Bahrani N., Potyondy D.O. & Pierce M., 2012. Simulation of Brazilian test using PFC2D grain-based model. In Proc. 21st Canadian Rock Mech. Symp., Edmonton, Canada, pages 9p.
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• Golchinfar, N. and Cai, M. , 2012. Modeling depth of failure using brittle Mohr-Coulomb failure model. In In: Proc. 21st Canadian Rock Mech. Symp., Edmonton, pages 127-135.
• Fava, L., Millar, D., Anderson, B., Schafrik, S., O'Connor, D. & Allen, C., 2012. Modeling of the Natural Heat Exchange Area at Creighton Mine for Operational Decision Support. 14th US/North American Mine Ventilation Symposium, June 17-20, 2012, Salt Lake City, Utah.
• Fava, L., Maybee, B. & Millar D.L., 2012. Decision support for an underground gold mining operation: a case study using the Schedule Optimization Tool. AusIMM Conference on Project Evaluation, May 24-25, 2012, Melborne, Australia.

• Bahrani, N. and Valley, B., Kaiser, P.K. , 2011. Discrete Element Modeling of Drilling-Induced Core Damage And Its Influence On Laboratory Properties of Lac De Bonnet Granite. In Proc. 45th US Rock Mechanics Conference, San Francisco, USA, pages 9p.
• Valley, B. & Bewick, R. P., Hudson, R. , 2011. Rock and Rock Mass Characterization for Deep Mining Using Sonic Data. In Proc. 45th US Rock Mechanics Conference, San Francisco, USA.
• Bahrani, N. and Valley, B., Kaiser, P.K., Pierce, M. , 2011. Evaluation of PFC2D Grain-Based Model for Simulation of Confinement-Dependent Rock Strength Degradation and Failure Processes. In Proc. 45th US Rock Mechanics Conference, San Francisco, USA, pages 12p.
• Valley, B., Kim B., Suorineni, F.T., Bahrani, N., Bewick, R.P., Kaiser, P.K. , 2011. Influence of confinement dependent failure processes on rock mass strength at depth. In Proc. 12th ISRM International Congress on Rock Mechanics, Beijing, China, pages 6p.
• Cai, M. and Kaiser, P. K. , 2011. Rock support for deep tunnels in highly stressed rocks. In Proc. of the 12th ISRM Congress, Beijing, China, pages 1467-1472.
• Fava, L., Millar, D. & Maybee, B., 2011. Scenario Evaluation through Mine Schedule Optimisation. Second International Seminar on Mine Planning, June 8-10, 2011, Antofagasta, Chile.
• Maybee, B. & Fava, L., 2011. Risk-Based Evaluation for Underground Mine Planning. Second International Seminar on Mine Planning, June 8-10, 2011, Antofagasta, Chile.

• Dezayes, C., Genter, A., and Valley, B., 2010. Overview of the fracture network at different scales within the granite reservoir of the EGS Soultz site (Alsace, France). In Proceedings World Geothermal Congress 2010.
• Kaiser, P.K., 2010. How highly stressed brittle rock failure impacts tunnel design. In European Rock Mechanics Symposium (EUROCK).
• Kaiser, P. K., Kim, B. H., Bewick, R. P. and Valley, B., 2010. Rock mass strength at depth and implications for pillar design. In Deep Mining 2010 - 5th international seminar on deep and high stress mining, pages 463-476. Van Sint Jan, M. and Potvin, Y. (Eds).
• Valley, B. and Evans, K. F., 2010. Stress Heterogeneity in the Granite of the Soultz EGS Reservoir Inferred from Analysis of Wellbore Failure. In Proceedings World Geothermal Congress 2010.
• Valley, B., Kaiser, P. K. and Duff, D., 2010. Consideration of uncertainty in modelling the behaviour of underground excavations. In 5th international seminar on deep and high stress mining, pages 423-436. Van Sint Jan, M. and Potvin, Y. (Eds).
• Valley, B., Suorineni, F. T. and Kaiser, P. K., 2010. Numerical analyses of the effect of heterogeneities on rock failure process. In 44th U.S. Rock Mechanics Symposium and 5th U.S.-Canada Symposium, pages 10-648.
• Valley, B., Bahrani, N. and Kaiser, P. K., 2010. Rock strength obtained from core samples and borehole wall instabilities - the effect of drilling induced damage. In proceedings of EUROCK 2010, pages 331-334. Zhao, J., Labiouse, V., Dudt, J.-P. and Mathier, J.-F. (Eds).
• Bahrani, N., Suorineni, F.T., Maloney, S., 2010. Pillar Stability Assessment Approach for Mechanized and Drill and Blast Excavations. In In ARMA 2010.
• Cai, M., Champaigne, D. and Kaiser, P. K. , 2010. Development of a fully debonded conebolt for rockburst support. In 5th International Seminar on Deep and High Stress Mining, pages 329-342.
• Cai, M. and Zhao, X. G. , 2010. A confinement and deformation dependent dilation angle model for rocks. In Proc. 44th US Rock Mechanics Symposium and 5th U.S.-Canada Rock Mechanics Symposium, Salt Lake City, UT, pages Paper 459.

• Vasak, P. and Dasys, A., 2009. Research to reality: Application of mining-induced seismic hazard maps. In ROCKENG09: Proceedings of the 3rd CANUS Rock Mechanics Symposium. Diederichs, M. S. and Grasselli, G. (Eds).
• Wang, G. and Vasak, P., 2009. Modeling of mining-induced seismicity migration. In ROCKENG09: Proceedings of the 3rd CANUS Rock Mechanics Symposium. Diederichs, M. S. and Grasselli, G. (Eds).
• Bewick, R. P., Valley, B., Runnalls, S. Whithney, J and Krybnicki, Y., 2009. Global Approach to Managing Deep Mining Hazards. In ROCKENG09: Proceedings of the 3rd CANUS Rock Mechanics Symposium. Diederichs, M. S. and Grasselli, G. (Eds).
• Malek, F. Suorineni, F. T. and Vasak, P. , 2009. Geomechanics Strategies For Rockburst Management At Vale Inco Creighton Mine. In ROCKENG09: Proceedings of the 3rd CANUS Rock Mechanics Symposium. Diederichs, M. S. and Grasselli, G. (Eds).
• M. Cai, D. Champaigne, 2009. The Art of Rock Support in Burst-Prone Ground. Keynote Lecture. In RaSiM 7: Controlling Seismic Hazard and Sustainable Development of Deep Mines, pages 33-46. Tang. C.A. (Eds).
• Cai, M. , 2009. A simple method to estimate tensile strength and Hoek-Brown strength parameter mi of brittle rocks. In 3rd Canada-U.S. Rock Mech. Symp., Toronto, pages Paper 4063.
• Whipple, R., Thibodeau, D., M.Cai , 2009. CCSM stability graph and time evaluation of open stope stability. In Proc. 3rd Canada-U.S. Rock Mech. Symp., Toronto, pages Paper 4289.

• Chiappetta, T., Caron, F., and A. Omri, (2008). Degradation and bacterial survival on nuclear-grade ion exchange resins and implications for waste management. Proc. 29 th , annual conference of the Canadian Nuclear Society, Toronto, ON, June 1-4, 2008. Canadian Nuclear Society, Toronto, ON.
• Kaiser, P. K. and Kim, B. H., 2008. Rock Mechanics Challenges in Underground Construction and Mining. In 1st Southern Hemisphere International Rock Mechanics Syposium, pages 3-38.
• Vasak, P. Dasys, A. Malek, F. and Thibodeau, D., 2008. Extracting more value from complex monitoring data Seismic Excavation Hazard Maps. In Strategic vs Tactical Approaches in Mining.
• Cai, M., Kaiser, P. K., Tasaka, Y., Kurose, H., Minami, M. and Maejima, T. , 2008. Numerical Simulation of Acoustic Emission in Large-scale Underground Excavations. In 42nd US Rock Mech Symp and 2nd U.S.-Canada Rock Mech Symp, San Francisco, pages ARMA 08-078.

• Suorineni, F. T., Kaiser, P. K. and Delgado, J., 2007. Hazard assessment when mining orebodies under shear loading. In Proceedings of the 1st Canada-US Rock Mechanics Symposium, pages 1377-1384. Eberhardt, E., Stead, D. and Morrison, D. (Eds).
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• Valley, B., Dezayes, C. and Genter, A., 2007. Multi-scale fracturing in the Soultz-sous-Forêts basement from borehole images analyses. In EHDRA scientific conference.
• Cai, M. and Kaiser, P. K. , 2007. Obtaining modeling parameters for engineering design by rock mass characterization. In Proc. of the 11th ISRM Congress, Lisbon, Portugal, pages 381-384. Sousa, L. R. et al. (Eds).
• Cotesta, L., Kaiser, P. K., Cai, M. and Vorauer, A. , 2007. Application of scientific visualization - Stress control on permeability anisotropy in moderately fractured rock. In Proc. 1st Canada-U.S. Rock Mech. Symp., pages 1203-1212. Eberhardt, E. et al. (Eds).
• Kim, B. H., Cai, M. and Kaiser, P. K. , 2007. Rock mass strength with non-persistent joints. In Proc. 1st Canada-U.S. Rock Mech. Symp., pages 241-248. Eberhardt, E. et al. (Eds).
• Cai, M., Kaiser, P. K., Tasaka, Y. and Minami, M. , 2007. Peak and residual strengths of jointed rock masses and their determination for engineering design. In Proc. 1st Canada-U.S. Rock Mech. Symp., Vancouver, pages 259-267. Eberhardt, E. et al. (Eds).

• Yim, M.-S., F. Caron. (2006). Life cycle and Management of Carbon-14 from nuclear power generation. Progress Nucl. Energy, 48: 2-32.
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• Valley, B. and Evans, K. F., 2006. Strength and elastic properties of the Soultz granite. In EHDRA scientific conference.
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• Valley, B. and Evans, K. F., 2005. Stress estimates from analysis of breakouts and drilling-induced tension fractures in GPK1 and GPK4. In EHDRA scientific conference.
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• Cai, M., Kaiser, P.K., 2018. Rockburst Support Reference Book Vol. 1. MIRARCO. Free download here.

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• Cai, M., 2013. Realistic simulation of progressive brittle rock failure near excavation boundary. Springer Series in Geomechanics and Geoengineering, Constitutive Modeling of Geomaterials – Advances and New Applications, p. 303-312. DOI: 10.1007/978-3-642-32814-5.

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• Support of Underground Excavations in Hard Rock
  Download PDF version here.
  Hoek, E., Kaiser, P. K., and Bawden, W. F., 1996.
  
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• Cablebolting in Underground Mines
  Hutchinson, D. J. and Diederichs, M. S., 1996.
  BiTech Publishers Ltd.
• Canadian Rockburst Support Handbook
  Kaiser, P. K., McCreath, D. R., and Tannant, D. D., 1996.
  Geomechanics Research Centre.

• Rock Support in Mining and Underground Construction
  Ed. Kaiser, P. K. and McCreath, D., 1992.
  Balkema.

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