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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, p. 1-13.
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, p. 104087.
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, p. 195-207.
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).
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), p. 1-13.
Li, L. & Aubertin, M. (2011). Numerical and analytical solutions for the pore water pressures within barricades made of waste rocks. (Technical Report n° EPM-RT-2011-02).
Li, L. & Aubertin, M. (2008). An investigation of the stress state in inclined backfilled stopes using flac-2D. (Technical Report n° EPM-RT-2008-01).
Shirazi, A., Li, L. & Aubertin, M. (2006). Numerical implementation of an elasto-plastic model based on the MSDPu multiaxial criterion. (Technical Report n° EPM-RT-2006-08).
Li, L., Aubertin, M. & Belem, T. (2005). Development of a 3D analytical solution to evaluate stresses in backfilled vertical openings. (Technical Report n° EPM-RT-2005-04).
Aubertin, M., Li, L., Simon, R. & Buissière, B. (2003). A general plasticity and failure criterion for materials of variable porosity. (Technical Report n° EPM-RT-2003-11).
Aubertin, M., Li, L., Simon, R. & Buissière, B. (2003). Un critère général de plasticité et de rupture pour les matériaux à porosité variable. (Technical Report n° EPM-RT-2003-06).
