Grant: Collaborative Research and Development Grants
Laurentian University of Sudbury
$53,698.00
Development of an advanced rock support technology for rockburst-prone mines
FY 2014-15
Summary
As mining progresses to deep grounds, mining-induced rock failure, seismicity and rockburst problems increase significantly. As an important line of defense, ground control measures and burst-resistant rock support are used to prevent or minimize damage to excavations and enhance workplace safety. Existing rock support technologies use a two-pass system, i.e., standard support in the form of rebar with mesh or shotcrete is installed in the first pass when the drift is excavated. At a later time, the crew will install the burst-resistant yielding support in the second pass. This two-pass system slows down drift development significantly. In addition, the cost of rock support is high because extra boreholes need to be drilled as labor cost constitutes the highest cost item in ground support. The engineering challenge is to develop an advanced rock support technology for application in burst-prone grounds. The objectives of the project are to: (1) adopt and further prove the concept of an invention of a new reinforcing-yielding rockbolt through advanced numerical simulation; (2) fabricate prototypes of the new rockbolt for lab and field testing; (3) explore the possibility of moving the technology into a product. The approach to be adopted is a combined application of numerical simulation, prototyping, and laboratory and field testing. The outcome of the research will contribute to the mineral resource sector in Canada by allowing for resource recovery in a more productive but less risky manner. Using the developed new rock support technology, once rockbolts are installed immediately after a drift is excavated, they not only reinforce the rock mass but also possess dynamic support capability which is needed to protect workers from violent rock failure. Because the support system is installed in one pass, the speed of drift development is higher than that by using existing support technologies. This will in turn translate into significant productivity improvement.
Program
Collaborative Research and Development Grants
Recipient
Location
Ontario, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data
As published
Application id
461108-2013
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
2014
Competition year année de concours
2013
Award amount
53698
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
202
Area of application group en
Natural resources (economic aspects)
Area of application group fr
Ressources naturelles (aspects économiques)
Area of application en
Mineral resources ( prospecting, exploration, mining, extraction, processing)
Area of application fr
Ressources minérales (prospection, exploration, mines, extraction et préparation)
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
1
Nb partie
2
Application title
Development of an advanced rock support technology for rockburst-prone mines
Keyword
NSERC
Application summary
As mining progresses to deep grounds, mining-induced rock failure, seismicity and rockburst problems increase significantly. As an important line of defense, ground control measures and burst-resistant rock support are used to prevent or minimize damage to excavations and enhance workplace safety. Existing rock support technologies use a two-pass system, i.e., standard support in the form of rebar with mesh or shotcrete is installed in the first pass when the drift is excavated. At a later time, the crew will install the burst-resistant yielding support in the second pass. This two-pass system slows down drift development significantly. In addition, the cost of rock support is high because extra boreholes need to be drilled as labor cost constitutes the highest cost item in ground support. The engineering challenge is to develop an advanced rock support technology for application in burst-prone grounds. The objectives of the project are to: (1) adopt and further prove the concept of an invention of a new reinforcing-yielding rockbolt through advanced numerical simulation; (2) fabricate prototypes of the new rockbolt for lab and field testing; (3) explore the possibility of moving the technology into a product. The approach to be adopted is a combined application of numerical simulation, prototyping, and laboratory and field testing. The outcome of the research will contribute to the mineral resource sector in Canada by allowing for resource recovery in a more productive but less risky manner. Using the developed new rock support technology, once rockbolts are installed immediately after a drift is excavated, they not only reinforce the rock mass but also possess dynamic support capability which is needed to protect workers from violent rock failure. Because the support system is installed in one pass, the speed of drift development is higher than that by using existing support technologies. This will in turn translate into significant productivity improvement.