Studies of interaction between fill and containment structure for safer barricade design Abstract The mining industry is a major contributor to economic activity in Québec, creating more than 40,000 direct and indirect jobs. However, though mining has becoming increasingly safer in recent years, the fatal accident rate for mining is still higher than for other industries in Québec. Underground backfilling is common practice in the mining industry as a ground control measure to provide safer conditions for those who work under ground. Backfilling, however, requires construction of barricades in drift entrances to hold the fill in place. As recent events show, barricade failure poses an imminent threat to the health and safety of all who work in mines where underground backfilling is practiced. Recent studies demonstrate that a poor understanding of the loads exerted on barricades is the main cause of barricade failure. The purpose of this project is to improve our knowledge of the interaction between backfill and containment structures (rock faces and barricades). The focus is on estimating pressure in backfilled stopes and drift entrances, the determinant element in barricade design. The ultimate goal of the project is to provide the mining industry with a tool for designing safer and more reliable barricades. Produced Under this Project Scientific Reports Toward the Design of Safer Mine Barricades: Study of the Interaction between Backfill and Containment Structures Research Report: R-1051 Scientific Publications Numerical investigation of the lateral earth pressure coefficient along the VCL of vertical backfilled stopesSobhi M. A., Li L., Aubertin M.Source : in L'ingénierie des conditions extrêmes : GéoRegina 2014 : Conférence canadienne de géotechnique, (67e : 28 septembre-1er octobre, 2014 : Regina, Canada), 2014, 8 pA 3D analytical solution for the short-term stress distribution in backfilled stopes and on barricadesYang P., Li L.Source : in L'ingénierie des conditions extrêmes : GéoRegina 2014 : Conférence canadienne de géotechnique, (67e : 28 septembre-1er octobre, 2014 : Regina, Canada), 2014, 7 pAn improved solution for sizing barricades made of waste rock to retain cemented paste backfillYang P., Brochu-Baekelmans M., Li L., Aubertin M.Source : in L'ingénierie des conditions extrêmes : GéoRegina 2014 : Conférence canadienne de géotechnique, (67e : 28 septembre-1er octobre, 2014 : Regina, Canada), 2014, 9 pA numerical modelling study to assess the stress distribution in two nearby backfilled openings created in sequenceFalaknaz N., Aubertin M., Li L.Source : in L'ingénierie des conditions extrêmes : GéoRegina 2014 : Conférence canadienne de géotechnique, (67e : 28 septembre-1er octobre, 2014 : Regina, Canada), 2014, 7 p Additional Information Type: Project Number: 2013-0029 Status: Completed Year of completion: 2019 Research Field: Mechanical and Physical Risk Prevention Team: Li Li (Polytechnique Montréal)