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Li LiDépartement des génies civil, géologique et des mines
Voir sa fiche dans le Répertoire des Expertises de Polytechnique Montréal
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Aubertin, M., Li, L., El Mkadmi, N., Jahanbakhshzadeh, A., & Bussière, B. (novembre 2011). Analyse de la réponse des remblais formés de rejets miniers pour la conception sécuritaire des chantiers et barricades [Communication écrite]. Symposium 2011 sur l'Environnement et les Mines, Rouyn-Noranda, Qc, Canada. Non disponible
Aubertin, M., Li, L., Belem, T., & Simon, R. (novembre 2008). Évaluation des pressions dans les chantiers remblayés et sur les barricades [Communication écrite]. Symposium 2008 sur l'environnement et les mines, Rouyn-Noranda, Canada. Non disponible
Aubertin, M., Li, L., Belem, T., Simon, R., Harvey, A., James, M., Benzaazoua, M., & Bussière, B. (mai 2005). Méthodes d'estimation des pressions induites dans les chantiers remblayés [Communication écrite]. 2e symposium sur l'environnement et les mines, Rouyn-Noranda, Qc, Can.. Non disponible
Aubertin, M., & Li, L. (2004). A porosity-dependent inelastic criterion for engineering materials. International Journal of Plasticity, 20(12), 2179-2208. Lien externe
Aubertin, M., Li, L., Simon, R., & Bussière, B. (2003). A general plasticity and failure criterion for materials of variable porosity. (Rapport technique n° EPM-RT-2003-11). Disponible
Aubertin, M., Li, L., Simon, R., & Bussière, B. (2003). Un critère général de plasticité et de rupture pour les matériaux à porosité variable. (Rapport technique n° EPM-RT-2003-06). Disponible
Aubertin, M., Li, L., & Simon, R. (2002). Effet de l'endommagement sur la stabilité des excavations souterraines en roche dure. (Rapport technique n° R-312). Non disponible
Aubertin, M., Li, L., & Simon, R. (janvier 2001). Evaluating the large scale strength of rock mass with the MSDPu criterion [Communication écrite]. Rock mechanics in the national interest: 38th US rock mech. symposium (DC ROcks 2001). Lien externe
Aubertin, M., Li, L., & Simon, R. (2000). A Multiaxial Stress Criterion for Short- and Long-Term Strength of Isotropic Rock Media. International Journal of Rock Mechanics and Mining Sciences, 37(8), 1169-1193. Lien externe
Aubertin, M., Li, L., Simon, R., & Khalfi, S. (1999). Formulation and Application of a Short-Term Strength Criterion for Isotropic Rocks. Canadian Geotechnical Journal, 36(5), 947-960. Lien externe
Aubertin, M., Li, L., Simon, R., & Khalfi, S. E. (août 1999). Unified representation of the damage and failure criteria for rocks and rock masses [Communication écrite]. 9e Congrès international de mécanique des roches, Paris, France. Lien externe
Aubertin, M., Julien, M. R., & Li, L. (janvier 1998). Keynote lecture : the semi-brittle behavior of low porosity rocks [Communication écrite]. 3rd North am. rock. mech. symposium (NARMS'98), Cancun. Non disponible
Behlke, F., Ovalle, C., & Li, L. (septembre 2024). Experimental investigation of drainage and consolidation of tailings slurry in a co-disposal structure [Communication écrite]. 77th Canadian Geotechnical Conference & 16th Joint CGS/IAH-CNC Groundwater Conference (GeoMontreal 2024), Montréal, Qc, Canada (7 pages). Lien externe
Beya, F., Mbonimpa, M., Belem, T., Li, L., Marceau, U., Kalonji, P., Benzaazoua, M., & Ouellet, S. (2019). Mine backfilling in the permafrost, Part I: Numerical prediction of thermal curing conditions within the cemented paste backfill matrix. Minerals, 9(3), 1-18. Disponible
Chai, S., Zheng, J., & Li, L. (2023). Kink Effect on the Stress Distribution in 2D Backfilled Stopes. Geotechnical and Geological Engineering, 41(5), 3225-3238. Lien externe
Deiminiat, A., Li, L., & Pabst, T. (2023). Experimental study on specimen size effect and the minimum required specimen diameter to maximum particle size ratio for constant head permeability tests. Environmental Earth Sciences, 82(14), 13 pages. Lien externe
Deiminiat, A., & Li, L. (2022). Experimental Study on the Reliability of Scaling Down Techniques Used in Direct Shear Tests to Determine the Shear Strength of Rockfill and Waste Rocks. CivilEng, 3(1), 35-50. Disponible
Deiminiat, A., Li, L., & Zeng, F. (2022). Experimental Study on the Minimum Required Specimen Width to Maximum Particle Size Ratio in Direct Shear Tests. CivilEng, 3(1), 66-84. Lien externe
Deiminiat, A., Li, L., Zeng, F., Pabst, T., Chiasson, P., & Chapuis, R. P. (2020). Determination of the Shear Strength of Rockfill from Small-Scale Laboratory Shear Tests: A Critical Review. Advances in Civil Engineering, 2020, 1-18. Lien externe
Deiminiat, A., Li, L., Zeng, F., Pabst, T., Chapuis, R. P., & Chiasson, P. (septembre 2020). An overview on the determination of the shear strength of coarse grain materials (rockfills) from small scale laboratory tests [Communication écrite]. 73rd annual conference of the Canadian Geotechnical Society (GeoVirtual 2020). Non disponible
Dalcé, J. B., Li, L., & Yang, P. (2019). Experimental study of uniaxial compressive strength (UCS) distribution of hydraulic backfill associated with segregation. Minerals, 9(3). Disponible
El Mustapha, J., & Li, L. (août 2017). An analytical solution to assess the stresses in vertical backfilled stopes considering an arc layer element [Communication écrite]. World Congress on Advances in Structural Engineering and Mechanics (ASEM 2017), Seoul, Korea. Lien externe
El Mkadmi, N., Aubertin, M., & Li, L. (2014). Effect of drainage and sequential filling on the behavior of backfill in mine stopes. Lien externe
El Mkadmi, N., Aubertin, M., & Li, L. (octobre 2011). The effect of transient drainage on the stress state in backfilled mine stopes [Communication écrite]. 2011 Pan-Am CGS Geotechnical Conference, Toronto, Ontario, Canada. Lien externe
El Mkadmi, N., Aubertin, M., & Li, L. (mai 2011). Numerical analysis of the early response of paste backfill in a vertical stope [Communication écrite]. Mines Without Borders, CIM Conference & Exhibition, Montréal, Québec. Non disponible
Fan, C., Li, L., Yang, X., Liu, G., Guo, L., & Tang, J. (2024). Analytical solution for determining wall closure associated with stope excavation underneath sill mat constructed by cemented backfill. Journal of Rock Mechanics and Geotechnical Engineering, 18 pages. Lien externe
Fan, C., Li, L., Liu, G., Yang, X., Guo, L., & Tang, J. (2024). Analytical solution for estimating the minimum required strength of sill mat by considering failure due to rock wall closure. Journal of Rock Mechanics and Geotechnical Engineering, 20 pages. Lien externe
Fan, C., Yang, P., Li, L., Wang, R., Liu, G., Yang, X., Song, W., & Guo, L. (2023). Poisson's ratio of granular materials for Mohr-Coulomb elastoplastic model. International Journal of Mining, Reclamation and Environment, 25 pages. Lien externe
Falaknaz, N., Aubertin, M., & Li, L. (2015). Erratum to: Evaluation of the Stress State in Two Adjacent Backfilled Stopes Within an Elasto-Plastic Rock Mass. Geotechnical and Geological Engineering, 1 page. Lien externe
Falaknaz, N., Aubertin, M., & Li, L. (2015). Evaluation of the stress state in two adjacent backfilled stopes within an elasto-plastic rock mass. Geotechnical and Geological Engineering, 42(1), 631-654. Lien externe
Falaknaz, N., Aubertin, M., & Li, L. (2015). Numerical analyses of the stress state in two neighboring stopes excavated and backfilled in sequence. International Journal of Geomechanics, 15(6), 17 pages. Lien externe
Falaknaz, N., Aubertin, M., & Li, L. (2015). Numerical investigation of the geomechanical response of adjacent backfilled stopes. Lien externe
Falaknaz, N., Aubertin, M., & Li, L. (septembre 2015). On the stability of exposed backfill in mine stopes [Communication écrite]. 68th Canadian Geotechnical Conference & Canadian Permafrost Conference (GEO 2015), Québec, Qc, Canada. Lien externe
Falaknaz, N., Aubertin, M., & Li, L. (septembre 2015). Stability of exposed cemented backfill in underground mine stopes [Communication écrite]. 68th Canadian Geotechnical Conference and 7th Canadian Permafrost Conference (GéoQuébec), Québec, Canada. Non disponible
Falaknaz, N., Aubertin, M., & Li, L. (septembre 2014). A numerical modelling study to assess the stress distribution in two nearby backfilled openings created in sequence [Communication écrite]. 67e conférence canadienne de géotechnique (GeoRegina 2014), Regina, Saskatchewan. Non disponible
Falaknaz, N., Aubertin, M., & Li, L. (septembre 2013). Numerical investigation of the stress state in adjacent backfilled mine stopes [Communication écrite]. GeoMontreal 2013 : 66th Canadian Geotechnical Conference, Montréal, Québec (8 pages). Non disponible
Jaouhar, E. M., Zheng, J., & Li, L. (2021). Experimental study of the evolution of pore water pressure and total stresses during and after the deposition of slurried backfill. Geomechanics and Engineering, 26(5), 499-512. Lien externe
Ji, S., & Li, L. (2020). An alternative interpretation for the formation of doubly plunging folds in sandstone terrains. Terra Nova, 32(5), 325-333. Lien externe
Jaouhar, E. M., & Li, L. (2019). Effect of drainage and consolidation on the pore water pressures and total stresses within backfilled stopes and on barricades. Advances in Civil Engineering, 2019, 1-19. Disponible
Ji, S., Zeng, W., Li, L., Ma, Q., & Feng, J. (2019). Geometrical characterization of stream potholes in sandstone from the Sunxi River (Chongqing, China) and implications for the development of bedrock channels. Journal of Asian Earth Sciences, 173, 374-385. Lien externe
Jahanbakhshzadeh, A., Aubertin, M., & Li, L. (septembre 2019). Influence of pore water pressures on the stress state in inclined backfilled stopes [Communication écrite]. 72nd Canadian Geotechnical Conference (GEO 2019), St. John's. Lien externe
Jaouhar, E. M., Li, L., & Aubertin, M. (2018). An analytical solution for estimating the stresses in vertical backfilled stopes based on a circular arc distribution. Geomechanics and Engineering, 15(3), 889-898. Lien externe
Ji, S., Li, L., Motra, H. B., Wuttke, F., Sun, S., Michibayashi, K., & Salisbury, M. H. (2018). Poisson's ratio and auxetic properties of natural rocks. Journal of Geophysical Research: Solid Earth, 123(2), 1161-1185. Lien externe
Jahanbakhshzadeh, A., Aubertin, M., & Li, L. (2018). Three-dimensional stress state in inclined backfilled stopes obtained from numerical simulations and new closed-form solution. Canadian Geotechnical Journal, 55(6), 810-828. Lien externe
Jahanbakhshzadeh, A., Aubertin, M., & Li, L. (2017). Analysis of the Stress Distribution in Inclined Backfilled Stopes Using Closed-form Solutions and Numerical Simulations. Geotechnical and Geological Engineering, 36(2), 1011-1036. Lien externe
Jahanbakhshzadeh, A., Aubertin, M., & Li, L. (2017). A New Analytical Solution for the Stress State in Inclined Backfilled Mine Stopes. Geotechnical and Geological Engineering, 35(3), 1151-1167. Lien externe
Jahanbakhshzadeh, A., Aubertin, M., & Li, L. (octobre 2016). Evaluation of the earth pressure in inclined backfilled stopes based on the Coulomb active stata coefficient [Communication écrite]. 69th Canadian Geotechnical Conference (GEO 2016), Vancouver, BC, Canada. Non disponible
Jahanbakhshzadeh, A., Aubertin, M., & Li, L. (septembre 2015). Evaluation of the stress distribution in inclined backfilled stopes [Communication écrite]. 68th Canadian Geotechnical Conference and 7th Canadian Permafrost Conference (GéoQuébec), Québec, Canada. Non disponible
Jahanbakhshzadeh, A., Aubertin, M., & Li, L. (septembre 2015). Numerical simulations to assess the stress state in back filled stopes with inclined walls [Communication écrite]. 68th Canadian Geotechnical Conference & Canadian Permafrost Conference (GEO 2015), Québec, Qc, Canada. Lien externe
James, M., Li, L., & Aubertin, M. (octobre 2004). Evaluation of the earth pressures in backfilled stopes using limit equilibrium analysis [Communication écrite]. 57th Canadian Geotechnical Conference and the 5th joint CGS-IAH Conference, Québec City. Non disponible
Keita, A. M. T., Jahanbakhshzadeh, A., & Li, L. (2021). Numerical analysis of the failure mechanisms of sill mats made of cemented backfill. International Journal of Geotechnical Engineering, 16(7), 802-814. Lien externe
Li, X., Liu, Y., Li, L., Huo, R., Ghezelbash, F., Ma, Z., Bao, G., Liu, S., Yang, Z., Weber, M. H., Li-Jessen, N. Y. K., Haglund, L., & Li, J. (2023). Tissue-mimetic hybrid bioadhesives for intervertebral disc repair. Materials Horizons, 10(5), 1705-1718. Lien externe
Liu, G. S., Yang, X. C., Pan, A., Guo, L. J., & Li, L. (mai 2019). Required strength evaluation model and its application for vertically exposed backfill: inspired by Mitchell's physical model tests [Communication écrite]. 22nd International Conference on Paste, Thickened and Filtered Tailings (PASTE 2019), Cape Town, South Africa. Lien externe
Liu, G., Li, L., Yang, X., & Guo, L. (2018). Required strength estimation of a cemented backfill with the front wall exposed and back wall pressured. International Journal of Mining and Mineral Engineering, 9(1), 20 pages. Lien externe
Liu, G., Li, L., Yao, M., Landry, D., Malek, F., Yang, X., & Guo, L. (2017). An investigation of the Uniaxial Compressive Strength of a cemented hydraulic backfill made of alluvial sand. Minerals, 7(1), 1-13. Disponible
Li, L., Aubertin, M., & Simon, R. (2017). The MSDPu multiaxial criterion for the strength of rocks and rock masses. Dans Feng, X.-T. (édit.), Rock Mechanics and Engineering (p. 396-423). Lien externe
Liu, G. S., Yang, X. C., Guo, L. J., & Li, L. (février 2017). Numerical analyses of the stress distribution in backfilled stopes considering planar and nonplanar interfaces between the backfill and rock walls [Communication écrite]. 12th International Conference on Mining with Backfill 2017 (Minefill 2017), Denver, CO, United states. Lien externe
Liu, G., Li, L., Yang, X., & Guo, L. (2016). Numerical analysis of stress distribution in backfilled stopes considering interfaces between the backfill and rock walls. International Journal of Geomechanics, 17(2). Lien externe
Liu, G., Li, L., Yang, X., & Guo, L. (2016). A numerical analysis of the stress distribution in backfilled stopes considering nonplanar interfaces between the backfill and rock walls. International Journal of Geotechnical Engineering, 10(3), 271-282. Lien externe
Liu, G., Li, L., Yang, X., & Guo, L. (2016). Stability analyses of vertically exposed cemented backfill: A revisit to Mitchell's physical model tests. International Journal of Mining Science and Technology, 26(6), 1135-1144. Lien externe
Li, L., & Aubertin, M. (2015). Numerical Analysis of the Stress Distribution in Symmetrical Backfilled Trenches with Inclined Walls. Indian Geotechnical Journal, 45(3), 278-290. Lien externe
Li, L., & Yang, P. (2015). A numerical evaluation of continuous backfilling in cemented paste backfilled stope through an application of wick drains. International Journal of Mining Science and Technology, 25(6), 897-904. Lien externe
Li, L., & Aubertin, M. (2014). An improved method to assess the required strength of cemented backfill in underground stopes with an open face. International Journal of Mining Science and Technology, 24(4), 549-558. Disponible
Li, L. (2014). Analytical solution for determining the required strength of a side-exposed mine backfill containing a plug. Lien externe
Li, L. (2014). Generalized Solution for Mining Backfill Design. International Journal of Geomechanics, 14(3), 1-11. Lien externe
Li, L. (septembre 2014). A numerical analysis of the application of wick drains for continuous backfilling in mine backfilled stopes [Communication écrite]. Geosynthetic Mining Solutions 2014, Vancouver, Canada. Non disponible
Li, L., Aubertin, J. D., & Dube, J.-S. (2014). Stress distribution in a cohesionless backfill poured in a silo. Open Civil Engineering Journal, 8(1), 1-8. Lien externe
Li, L. (août 2013). Application of wick drains in backfilled stopes for accelerating the drainage [Communication écrite]. 23rd World Mining Congress (WMC 2013), Montréal, Québec. Non disponible
Li, L., Aubertin, M., El Mkadmi, N., & Jahanbakhshzadeh, A. (septembre 2013). An evaluation of influence factors that affect pressures in backfilled trenches [Communication écrite]. 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France. Non disponible
Li, L., Dube, J.-S., & Aubertin, M. (2013). An Extension of Marston's Solution for the Stresses in Backfilled Trenches with Inclined Walls. Geotechnical and Geological Engineering, 31(4), 1027-1039. Lien externe
Li, L. (2013). A new concept of backfill design - Application of wick drains in backfilled stopes. International Journal of Mining Science and Technology, 23(5), 763-770. Lien externe
Li, L., & Aubertin, M. (août 2013). Recent solutions to evaluate the required strength of cemented backfill [Communication écrite]. 23rd World Mining Congress (WMC 2013), Montréal, Québec. Non disponible
Li, L., Alvarez, I. C., & Aubertin, J. D. (2013). Self-weight consolidation of a slurried deposition : tests and interpretation. International Journal of Geotechnical Engineering, 7(2), 205-213. Lien externe
Li, L. (2013). A simple solution to assess pore-water pressure in barricades made of waste rock. CIM Journal, 4(1), 53-60. Lien externe
Li, L. (octobre 2012). Beneficial experience from teaching and education to research and development [Communication écrite]. World Congress on Engineering and Technology (CET -2012), Beijing, Chine. Publié dans Creative Education, 3(7B). Lien externe
Li, L., Dubé, J.-S., & Zangeneh-Madar, Z. (2012). Estimation of total and effective stresses in trenches with inclined walls. International Journal of Geotechnical Engineering, 6(4), 525-538. Lien externe
Li, L., & Aubertin, M. (2012). A modified solution to assess the required strength of exposed backfill in mine stopes. Canadian Geotechnical Journal, 49(8), 994-1002. Lien externe
Li, L., Aubertin, J. D., & Dubé, J.-S. (août 2012). Pressure measurement in a silo backfilled with a cohesionless soil [Communication écrite]. International Conference on Geomechanics and Engineering (ICGE'12) and World Congress on Advances in Civil, Environmental, and Materials Research (ACEM'12), Seoul, Koré. Lien externe
Li, L., & Aubertin, M. (2011). Numerical and analytical solutions for the pore water pressures within barricades made of waste rocks. (Rapport technique n° EPM-RT-2011-02). Disponible
Li, L., & Aubertin, M. (2011). Limit equilibrium analysis for the design of backfilled stope barricades made of waste rock. Canadian Geotechnical Journal, 48(11), 1713-1728. Lien externe
Li, L., & Aubertin, M. (2010). An analytical solution for the nonlinear distribution of effective ad total stresses invertical backfilled stopes. Geomechanics and Geoengineering: An International Journal, 5(4), 237-245. Lien externe
Li, L., Aubertin, M., & Shirazi, A. (2010). Implementation and application of a new elastoplastic model based on a multiaxial criterion to assess the stress state near underground openings. International Journal of Geomechanics, 10(1), 13-21. Lien externe
Li, L., & Aubertin, M. (2009). An elastoplastic evaluation of the stress state around cylindrical openings based on a closed multiaxial yield surface. International Journal for Numerical and Analytical Methods in Geomechanics, 33(2), 193-213. Lien externe
Li, L., & Aubertin, M. (2009). Horizontal pressure on barricades for backfilled stopes. Part I: Fully drained conditions. Canadian Geotechnical Journal, 46(1), 37-46. Lien externe
Li, L., & Aubertin, M. (2009). Horizontal pressure on barricades for backfilled stopes. Part II: Submerged conditions. Canadian Geotechnical Journal, 46(1), 47-56. Lien externe
Li, L., Ouellet, S., & Aubertin, M. (mai 2009). An improved definition of rock quality designation, RQDc. Rock engineering in difficult conditions [Communication écrite]. 3rd Canada-US Rock Mechanics Symposium, Toronto. Non disponible
Li, L., & Aubertin, M. (2009). Influence of water pressure on the stress state in stopes with cohesionless backfill. Geotechnical and Geological Engineering, 27(1), 1-11. Lien externe
Li, L., Ouellet, S., & Aubertin, M. (septembre 2009). A method to evaluate the size of backfilled stope barricades made of waste rock [Communication écrite]. 62nd Canadian Geotechnical Conference and 10th Joint CGS/IAH-CNC Groundwater Specialty Conference (GeoHalifax2009), Halifax, Nouvelle Écosse, Canada. Lien externe
Li, L., & Aubertin, M. (2009). Numerical investigation of the stress state in inclined backfilled stopes. International Journal of Geomechanics, 9(2), 52-62. Lien externe
Li, L., & Aubertin, M. (2009). A three-dimensional analysis of the total and effective stresses in submerged backfilled stopes. Geotechnical and Geological Engineering, 27(4), 559-569. Lien externe
Li, L., & Aubertin, M. (2008). An investigation of the stress state in inclined backfilled stopes using flac-2D. (Rapport technique n° EPM-RT-2008-01). Disponible
Li, L., & Aubertin, M. (2008). An Improved Analytical Solution to Estimate the Stress State in Subvertical Backfilled Stopes. Canadian Geotechnical Journal, 45(10), 1487-1496. Lien externe
Li, L., & Aubertin, M. (octobre 2007). An improved method for estimating the stress state in subvertical backfilled stopes [Communication écrite]. 60th CGC and 8th Joint CGS/IAH-CNC Groundwater Conference, Ottawa, Ontario. Non disponible
Li, L., Aubertin, M., Simon, R., Deng, D., & Labrie, D. (2007). Influence of scale on the uniaxial compressive strength of brittle rock. Dans Rock Mechanics : Meeting Society's Challenges and Demands (p. 785-792). Lien externe
Li, L., Aubertin, M., Shirazi, A., Belem, T., & Simon, R. (avril 2007). Stress distribution in inclined backfilled stopes [Communication écrite]. 9th International Symposium in Mining with Backfill, Montréal, Québec. Non disponible
Li, L., Aubertin, M., & Belem, T. (2006). Erratum: Formulation of a three dimensional analytical solution to evaluate stresses in backfilled vertical narrow openings. Lien externe
Li, L., Aubertin, M., & Belem, T. (2005). Development of a 3D analytical solution to evaluate stresses in backfilled vertical openings. (Rapport technique n° EPM-RT-2005-04). Disponible
Li, L., Aubertin, M., Simon, R., & Bussière, B. (2005). Formulation and application of a general inelastic locus for geomaterials with variable porosity. Canadian Geotechnical Journal, 42(2), 601-623. Lien externe
Li, L., Aubertin, M., & Belem, T. (2005). Formulation of a three dimensional analytical solution to evaluate stress in backfilled vertical narrow openings. Canadian Geotechnical Journal, 42(6), 1705-1717. Lien externe
Li, L., Aubertin, M., Belem, T., Simon, R., James, M., & Bussière, B. (octobre 2004). A 3D analytical solution for evaluating earth pressures in vertical backfilled stopes [Communication écrite]. 57th Canadian Geotechnical Conference and the 5th joint CGS-IAH Conference, Québec City. Non disponible
Li, L., & Aubertin, M. (2003). A general relationship between porosity and uniaxial strength of engineering materials. Canadian Journal of Civil Engineering, 30(4), 644-658. Lien externe
Li, L., Aubertin, M., Arnoldi, S., Belem, T., Bussière, B., Benzaazoua, M., & Simon, R. (juin 2003). Interaction between backfill and rock mass in narrow stopes. [Communication écrite]. Panamerican Conference on Soil Mechanics and Geotechnical Engineering and 39th U.S. Rock Mechanics Symposium, Cambridge, Mass.. Non disponible
Li, L., Aubertin, M., Simon, R., Bussière, B., & Belem, T. Modeling Arching Effects in Narrow Backfilled Stopes With Flac [Communication écrite]. Flac and Numerical Modeling in Geomechanics. Non disponible
Li, L., Aubertin, M., Simon, R., Arnoldi, S., Belem, T., Bussière, B., & Benzaazoua, M. (mars 2003). Modélisation numérique des interactions entre le remblai minier et le massif rocheux de chantiers étroits remblayés [Communication écrite]. 18e Colloque en Contrôle de Terrain de l'Association Minière du Québec, Val d'Or, Qc. Non disponible
Li, L., Aubertin, M., Simon, R., & Bussière, B. (septembre 2003). Un critère de plasticité et de rupture pour les géomatériaux à porosité variable [Communication écrite]. 56th Annual Canadian Geotechnical Conference and 4th Joint IAH-CNC and CGS Groundwater Specialty Conference, Winnipeg, Manitoba. Non disponible
Li, L., & Aubertin, M. (juillet 2003). A unified multiaxial formulation to describe yielding, plastic potential, and limit states of engineering materials [Communication écrite]. Plasticity '03 : the tenth International Symposium on Plasticity and its Current Applications, Québec, Québec. Non disponible
Li, L., & Aubertin, M. (2002). A crack-induced stress approach to describe the tensile strength of transversely isotropic rocks. Canadian Geotechnical Journal, 39(1), 1-13. Lien externe
Li, L., Aubertin, M., Simon, R., Chapuis, R. P., Bussière, B., Bernier, L., Julien, M., Belem, T., Mbonimpa, M., & Benzaazoua, M. (juin 2002). La gestion des rejets miniers dans un contexte de développement durable et de protection de l'environnement [Communication écrite]. Canadian Society for Civil Engineering. Annual Conference. 30th, Montréal, Québec. Non disponible
Li, L., Aubertin, M., & Simon, R. Stability Analyses of Underground Openings Using a Multiaxial Failure Criterion With Scale Effects [Communication écrite]. Frontiers of Rock Mechanics and Sustainable Development in the 21st Century. Lien externe
Li, L., Aubertin, M., & Simon, R. (2000). Analyses de la stabilité d'un tunnel non supporté avec un nouveau critère de rupture multiaxial. Canadian tunnelling journal, 2000, 119-130. Lien externe
Li, L., & Aubertin, M. (janvier 2000). Critère de rupture multiaxial pour les roches avec une anisotropie planaire [Communication écrite]. 53rd can. geotech. conference, Montréal, Québec. Non disponible
Li, L., Aubertin, M., & Simon, R. (janvier 2000). Maximum and minimum horizontal stress evaluation based on the geometry of a single borehole brakeout [Communication écrite]. Pacific rocks 2000: rock around the rim: 4th north Am. rock mech. symposium (NARMS 2000). Lien externe
Li, L., Gamache, M., & Aubertin, M. (2000). Parameter Determination for Nonlinear Stress Criteria Using a Simple Regression Tool. Canadian Geotechnical Journal, 37(6), 1332-1347. Lien externe
Li, L., & Aubertin, M. (1999). Estimation des contraintes dans les roches à partir de l'écaillage autour de trous de forage. [Evaluation of in situ stresses from borehole breakouts in rock]. Revue française de géotechnique (89), 3-11. Lien externe
Li, L., & Aubertin, M. (octobre 1999). Evaluation of in situ stresses based on analysis of borehole breakouts in rocks [Communication écrite]. 52nd Canadian Geotechnical Conference, Regina, Saskatchewan. Non disponible
Li, L., Aubertin, M., & Simon, R. (juin 1999). Multiaxial failure criterion with time and size effects for intact rock [Communication écrite]. Rock mechanics for industry : 37th U.S. Rock mechanics symposium, Vail, Col, USA. Lien externe
Li, L., Aubertin, M., & Simon, R. (juin 1999). Stability analyses of underground openings using a multiaxial failure criterion [Communication écrite]. 3rd National Conference on Geo-Engineering for Underground Facilities, Urbana, IL. Non disponible
Meehan, C. L., Kumar, S., Pando, M. A., Coe, J. T., Dalce, J. B., Li, L., & Yang, P. (mars 2019). Effect of Segregation on the Geotechnical Properties of a Hydraulic Backfill [Communication écrite]. 8th International Conference on Case Histories in Geotechnical Engineering: Soil Erosion, Underground Engineering, and Risk Assessment (Geo-Congress 2019), Philadelphia, PA, United states. Lien externe
Pagé, P., Li, L., Yang, P., & Simon, R. (2019). Numerical investigation of the stability of a base-exposed sill mat made of cemented backfill. International Journal of Rock Mechanics and Mining Sciences, 114, 195-207. Disponible
Qin, J., Zheng, J., & Li, L. (2021). An analytical solution to estimate the settlement of tailings or backfill slurry by considering the sedimentation and consolidation. International Journal of Mining Science and Technology, 31(3), 463-471. Lien externe
Qin, J., Zheng, J., & Li, L. (2021). Experimental study of the shrinkage behavior of cemented paste backfill. Journal of Rock Mechanics and Geotechnical Engineering, 13(3), 545-554. Lien externe
Sobhi, M. A., & Li, L. (2017). Numerical investigation of the stresses in backfilled stopes overlying a sill mat. Journal of Rock Mechanics and Geotechnical Engineering, 9(3), 490-501. Disponible
Sobhi, M. A., Li, L., & Aubertin, M. (2017). Numerical investigation of earth pressure coefficient along central line of backfilled stopes. Lien externe
Saleh-Mbemba, F., Aubertin, M., Mbonimpa, M., & Li, L. (2016). Experimental Characterization of the Shrinkage and Water Retention Behaviour of Tailings from Hard Rock Mines. Geotechnical and Geological Engineering, 34(1), 251-266. Lien externe
Sobhi, M. A., & Li, L. (mai 2015). A numerical study of the stresses in backfilled stopes overlying a sill mat [Communication écrite]. 13th International Congress of Rock Mechanics (ISRM), Montréal, Québec (13 pages). Non disponible
Sobhi, M. A., Li, L., & Aubertin, M. (septembre 2014). Numerical investigation of the lateral earth pressure coefficient along the VCL of vertical backfilled stopes [Communication écrite]. 67e conférence canadienne de géotechnique (GeoRegina 2014), Regina, Saskatchewan. Non disponible
Saleh-Mbemba, F., Aubertin, M., Mbonimpa, M., & Li, L. (mai 2010). A new testing procedure to assess shrinkage of paste tailings [Communication écrite]. 13th International Seminar on Paste & Thickened Tailing, Toronto, Ontario. Lien externe
Shirazi, A., Li, L., & Aubertin, M. (2006). Numerical implementation of an elasto-plastic model based on the MSDPu multiaxial criterion. (Rapport technique n° EPM-RT-2006-08). Disponible
Simon, R., Deng, D., Aubertin, M., & Li, L. (octobre 2006). Investigation of scale effects in hard rocks [Communication écrite]. 59th CGC and 7th Joint CGS/IAH-CNC Conference, Vancouver. Lien externe
Talibe Keita, A. M., Jahanbakhshzadeh, A., & Li, L. (2021). Numerical analysis of the stability of arched sill mats made of cemented backfill. International Journal of Rock Mechanics and Mining Sciences, 140, 104667 (17 pages). Lien externe
Tardif-Drolet, M., Li, L., Pabst, T., Zagury, G. J., Mermillod-Blondin, R., & Genty, T. (2020). Revue de la réglementation sur la valorisation des résidus miniers hors site au Québec. Dossiers environnement/Environmental Reviews, 28(1), 32-44. Disponible
Wang, R., & Li, L. (2022). Time-Dependent Stability Analyses of Side-Exposed Backfill Considering Creep of Surrounding Rock Mass. Rock Mechanics and Rock Engineering, 55(4), 2255-2279. Lien externe
Wang, R., Zeng, F., & Li, L. (2021). Applicability of Constitutive Models to Describing the Compressibility of Mining Backfill: A Comparative Study. Processes, 9(12), 30 pages. Lien externe
Wang, R., Zeng, F., & Li, L. (2021). Stability analyses of side-exposed backfill considering mine depth and extraction of adjacent stope. International Journal of Rock Mechanics and Mining Sciences, 142, 13 pages. Lien externe
Wang, R., Li, L., & Simon, R. (2019). A model for describing and predicting the creep strain of rocks from the primary to the tertiary stage. International Journal of Rock Mechanics and Mining Sciences, 123, 104087. Disponible
Wang, R., & Li, L. (mars 2019). A Non-Stationary Power Law Model to Predict the Secondary Creep Rate of Rocks [Communication écrite]. 8th International Conference on Case Histories in Geotechnical Engineering: Geotechnical Materials, Modeling, and Testing (Geo-Congress 2019), Philadelphia, PA, United states. Lien externe
Yang, P., Li, L., & Yang, G. (octobre 2018). A numerical study of the effect of wick drains applied in mine stopes with paste fill [Communication écrite]. 8th International Congress on Environmental Geotechnics (ICEG 2018), Hangzhou, China. Lien externe
Yang, P., Li, L., & Aubertin, M. (2018). Theoretical and numerical analyses of earth pressure coefficient along the centerline of vertical openings with granular fills. Applied Sciences, 8(10). Disponible
Yang, P., & Li, L. (2017). Evolution of water table and pore-water pressure in stopes with submerged hydraulic fill. International Journal of Geomechanics, 17(9), 12 pages. Lien externe
Yang, P., Li, L., & Aubertin, M. (2017). A new solution to assess the required strength of mine backfill with a vertical exposure. International Journal of Geomechanics, 17(10), 13 pages. Lien externe
Yang, P. Y., Li, L., & Aubertin, M. (septembre 2017). Numerical analyses of the earth pressure coefficient along the vertical centerline in mine stopes with cohesionless backfill [Communication écrite]. 19th International Conference on Soil Mechanics and Geotechnical Engineering (ICSMGE 2017), Seoul, Korea, Republic of. Non disponible
Yang, P., Li, L., Aubertin, M., Brochu-Baekelmans, M., & Ouellet, S. (2017). Stability Analyses of Waste Rock Barricades Designed to Retain Paste Backfill. International Journal of Geomechanics, 17(3), 13 pages. Lien externe
Yang, P., Li, L., & Aubertin, M. (2017). Stress ratios in entire mine stopes with cohesionless backfill: A numerical study. Minerals, 7(10), 201. Disponible
Yang, P., & Li, L. (2015). Investigation of the short-term stress distribution in stopes and drifts backfilled with cemented paste backfill. International Journal of Mining Science and Technology, 25(5), 721-728. Lien externe
Yang, P. Y., & Li, L. (septembre 2014). A 3D analytical solution for the short-term stress distribution in backfilled stopes and on barricades [Communication écrite]. 67e conférence canadienne de géotechnique (GeoRegina 2014), Regina, Saskatchewan. Non disponible
Yang, P. Y., Brochu-Baekelmans, M., Li, L., & Aubertin, M. (septembre 2014). An improved solution for sizing barricades made of waste rock to retain cemented paste backfill [Communication écrite]. 67e conférence canadienne de géotechnique (GeoRegina 2014), Regina, Saskatchewan. Non disponible
Zhang, Y., & Li, L. (2024). Introduction and implementation of fluid forces in a DEM code for simulating particle settlement in fluids. Powder Technology, 119238 (18 pages). Accès restreint
Zhen, J., & Li, L. (2024). Experimental and numerical study on the earth pressure coefficient in a vertical backfilled opening. Geomechanics and Engineering, 36(3), 217-229. Lien externe
Zhang, Y., & Li, L. (2024). Optimization of Discrete Element Method Model to Obtain Stable and Reliable Numerical Results of Mechanical Response of Granular Materials. Minerals, 14(8), 758 (18 pages). Lien externe
Zhang, Y., & Li, L. (2023). Experimental study on the natural mixing behaviour of waste rocks poured in a paste backfill. International Journal of Mining, Reclamation and Environment, 25 pages. Disponible
Zeng, F., Li, L., Aubertin, M., & Simon, R. (2022). Implementation of the non-associated elastoplastic MSDPu Model in FLAC3D and application for stress analysis of backfilled stopes. Processes, 10(6), 22 pages. Lien externe
Zhou, S., & Li, L. (2022). Numerical Investigation on the Impact of Tailings Slurry on Catch Dams Built at the Downstream of a Breached Tailings Pond. Processes, 10(5), 19 pages. Lien externe
Zhai, Y., Yang, P., & Li, L. (2021). Analytical solutions for the design of shotcreted waste rock barricades to retain slurried paste backfill. Construction and Building Materials, 307, 14 pages. Lien externe
Zhai, Y., Li, L., & Chapuis, R. P. (2021). Analytical, Numerical and Experimental Studies on Steady-State Seepage Through 3D Rockfill Trapezoidal Dikes. Mine Water and the Environment, 40(4), 931-942. Lien externe
Zheng, J., Li, L., & Daviault, M. (2021). Experimental Study on the Effectiveness of Lubricants in Reducing Sidewall Friction. International Journal of Geomechanics, 21(5), 10 pages. Lien externe
Zheng, J., & Li, L. (2020). Experimental study of the "short-term" pressures of uncemented paste backfill with different solid contents for barricade design. Journal of Cleaner Production, 275, 12 pages. Lien externe
Zheng, J., Li, L., & Li, Y.-C. (2020). A solution to estimate the total and effective stresses in backfilled stopes with an impervious base during the filling operation of cohesionless backfill. International Journal for Numerical and Analytical Methods in Geomechanics, 44(11), 1570-1586. Lien externe
Zheng, J., Li, L., & Li, Y.-C. (2020). Solutions to estimate the excess PWP, settlement and volume of draining water after slurry deposition. Part I: impervious base. Environmental Earth Sciences, 79(6), 124 (15 pages). Lien externe
Zheng, J., Li, L., & Li, Y.-C. (2020). Solutions to estimate the excess PWP, settlement and volume of draining water after slurry deposition. Part II: pervious base. Environmental Earth Sciences, 79(11), 14 pages. Lien externe
Zheng, J., & Li, L. (octobre 2018). A Solution to Estimate Stresses in Backfilled Stopes by Considering Self-weight Consolidation and Arching [Communication écrite]. 8th International Congress on Environmental Geotechnics (ICEG 2018), Hangzhou, China. Lien externe
Zheng, J., Li, L., & Li, Y. (2019). Total and effective stresses in backfilled stopes during the fill placement on a pervious base for barricade design. Minerals, 9(1), 38 (19 pages). Disponible
Zheng, J., Li, L., Mbonimpa, M., & Pabst, T. (2018). An analytical solution of Gibson's model for estimating pore water pressures in accreting deposition of slurried material under one-dimensional self-weight consolidation. Part II: Impervious base. Indian Geotechnical Journal, 48(1), 188-195. Lien externe
Zheng, J., Li, L., Mbonimpa, M., & Pabst, T. (2018). An analytical solution of Gibson's model for estimating the pore water pressures in accreting deposition of slurried material under one-dimensional self-weight consolidation. Part I: Pervious base. Indian Geotechnical Journal, 48(1), 72-83. Lien externe
Zheng, J., Li, L., Pabst, T., & Mbonimpa, M. (octobre 2017). Analytical solutions of Gibson's model for estimating the pore water pressures in accreting deposition of slurried material under one-dimensional self-weight consolidation [Communication écrite]. 70th Canadian Geotechnical Conference (GeoOttawa 2017), Ottawa, Ont.. Non disponible
