Grant: Collaborative Research and Development Grants
Laurentian University of Sudbury
$114,945.00
Behaviour and support of highly stressed pillars in deep mines and caving operations
EF 2017-18
Résumé
This project aims at assisting mines at great depth (>2km) and mines extracting lower grade ore bodies by caving operations. Caving allows bulk mining of marginal and large ore bodies and is increasingly practiced by mining companies in Canada (e.g., Afton and possibly Diavik mines) and around the world. The proposed research will focus on pillar design with effective, deformable ground support. Experience shows that support installed in hard rock pillars is often ineffective because the support system cannot manage large deformations imposed by the bulking, fractured rock. The researchers will develop, in collaboration with the supporting sponsors, effective tools and techniques to improve pillar design and performance through effective support. It is proposed to focus on three pressing tasks: (1) Deformation-based support selection: matching deformation demand with the support's yield capacity; (2) Development of deformation resistant support components: including assessment of hybrid bolts as potentially the most effective bolts for deformable support systems; and (3) Time-dependent pillar loading: investigating processes resulting from compaction of fragmented rock in and above drawpoints. Effective and efficient support for mining sequences and draw strategies can only be achieved with better understanding of time-dependent load demand, rock deformation behaviour, and capacity of deformation-resistant support. Research approach includes back-analysis of results from physical model tests; in-situ monitoring of extraction level pillars; and in-situ testing of hybrid rock bolts supported by analytical and numerical model developments for reinforced, stress-fractured ground. Findings will assist in arriving at safe and more economic pillar dimensions with cost-effective support. Research will benefit financial and safety performances of Canadian mines, improve understanding of geo-engineering principles for design in stressed ground, and provide valuable opportunities for HQP training at Laurentian University.
Programme
Collaborative Research and Development Grants
Bénéficiaire
Emplacement
Ontario, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data
Tel que publié
Application id
485174-2015
Name nom
Cai, Ming
Department département
Engineering, School of
Organization id
26
Institution établissement
Laurentian University of Sudbury
Province en
Ontario
Province fr
Ontario
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2017
Competition year année de concours
2015
Award amount
114945
Program id
CRDPJ
Program name en
Collaborative Research and Development Grants
Program name fr
Subventions de recherche et développement coopérative
Group en
Research partnerships programs
Group fr
Programmes de partenariat
Committee code
96
Committee name en
RPP Internal Decision Cttee
Committee name fr
Cté de décision interne - PPR
Area of application code
1200
Area of application group en
Advancement of knowledge
Area of application group fr
Avancement des connaissances
Area of application en
Advancement of knowledge
Area of application fr
Avancement des connaissances
Research subject code
1403
Research subject group en
Mining and mineral processing
Research subject group fr
Génie minier et minéral
Research subject en
Rock mechanics
Research subject fr
Mécanique des roches
Partie
2
Nb partie
3
Application title
Behaviour and support of highly stressed pillars in deep mines and caving operations
Keyword
NSERC
Application summary
This project aims at assisting mines at great depth (>2km) and mines extracting lower grade ore bodies by caving operations. Caving allows bulk mining of marginal and large ore bodies and is increasingly practiced by mining companies in Canada (e.g., Afton and possibly Diavik mines) and around the world. The proposed research will focus on pillar design with effective, deformable ground support. Experience shows that support installed in hard rock pillars is often ineffective because the support system cannot manage large deformations imposed by the bulking, fractured rock. The researchers will develop, in collaboration with the supporting sponsors, effective tools and techniques to improve pillar design and performance through effective support. It is proposed to focus on three pressing tasks: (1) Deformation-based support selection: matching deformation demand with the support's yield capacity; (2) Development of deformation resistant support components: including assessment of hybrid bolts as potentially the most effective bolts for deformable support systems; and (3) Time-dependent pillar loading: investigating processes resulting from compaction of fragmented rock in and above drawpoints. Effective and efficient support for mining sequences and draw strategies can only be achieved with better understanding of time-dependent load demand, rock deformation behaviour, and capacity of deformation-resistant support. Research approach includes back-analysis of results from physical model tests; in-situ monitoring of extraction level pillars; and in-situ testing of hybrid rock bolts supported by analytical and numerical model developments for reinforced, stress-fractured ground. Findings will assist in arriving at safe and more economic pillar dimensions with cost-effective support. Research will benefit financial and safety performances of Canadian mines, improve understanding of geo-engineering principles for design in stressed ground, and provide valuable opportunities for HQP training at Laurentian University.