Michel Aubertin
- Microstructural evolution of cemented paste backfill: Mercury intrusion porosimetry test results. Dans: Cement and Concrete Research, v. 37, n. 12 (décembre 2007). (2007):
- Numerical Investigation of the Stress State in Inclined Backfilled Stopes. Dans: International Journal of Geomechanics, v. 9, n. 2 (mars 2009). (2009):
- Implementation and Application of a New Elastoplastic Model Based on a Multiaxial Criterion to Assess the Stress State near Underground Openings. Dans: International Journal of Geomechanics, v. 10, n. 1 (février 2010). (2010):
- Numerical Analyses of the Stress State in Two Neighboring Stopes Excavated and Backfilled in Sequence. Dans: International Journal of Geomechanics, v. 15, n. 6 (décembre 2015). (2015):
- Stability Analyses of Waste Rock Barricades Designed to Retain Paste Backfill. Dans: International Journal of Geomechanics, v. 17, n. 3 (mars 2017). (2017):
- A New Solution to Assess the Required Strength of Mine Backfill with a Vertical Exposure. Dans: International Journal of Geomechanics, v. 17, n. 10 (octobre 2017). (2017):
- A general relationship between porosity and uniaxial strength of engineering materials. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 30, n. 4 (août 2003). (2003):
- Un critère de rupture multiaxial pour matériaux fragiles. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 25, n. 2 (avril 1998). (1998):