Grant: Alliance Grants
Queen's University
$100,000.00
Continuous improvement in geomechanics characterization and analysis for excavation damage zone prediction and management
FY 2024-25
Summary
The cost to Canadians of a completed deep geological repository (DGR) for long-term storage of a historical 60 year inventory of existing used nuclear fuel, and up to 100 years of future high level waste, is estimated to be $26 Billion (2020 dollars). Canada's Nuclear Waste Management Organization (NWMO) investigates approaches to manage the country's spent nuclear fuel (high level waste). All countries that generate nuclear energy are actively developing plans to secure this waste for the long term, and underground DGRs are the universally preferred solution. NWMO has strongly supported and funded world-class fundamental and applied research at Canadian universities, for over 15 years, in critical areas of investigation including host rock geochemistry, structural geology, hydrogeology, glacial loading, and bentonite mechanics, for example. In particular, NWMO has supported ground breaking research and development at Queen's University since 2011, within the Queen's Geomechanics and Geohazards Group, focussed on the geomechanical evolution of excavation damage zones (EDZs) in the DGR context, including transformative advances to rock mechanics laboratory testing protocols, techniques, and data analyses, monitoring approaches at numerous scales, creation of numerical simulation tools, and the improvement of predictive techniques for all stages of damage evolution and rock performance. The EDZ is the zone of induced fracture damage within the near-repository rockmass, the primary long-term barrier against the migration of radioactive nuclides. Current geotechnical testing and numerical simulation methodologies, as applied to non-nuclear tunnelling, cavern construction, and mining, are not adequate for the rigours of this application. The main goals of this proposed research program are to continue to advance geomechanical site characterization techniques, laboratory testing methodologies, numerical approaches, and scientific understanding related to EDZs in sedimentary and crystalline rocks, with emphasis on characterization of heterogeneous and anisotropic rocks and discontinuities, and effects of thermo-hydro-mechanical coupled processes and long-term loading (time-dependency) in rock performance.
Program
Alliance Grants
Recipient
Location
Ontario, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data
As published
Application id
581338-2023
Name nom
Day, Jennifer JJ
Department département
Geological Sciences and Geological Engineering
Organization id
29
Institution établissement
Queen's University
Province en
Ontario
Province fr
Ontario
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2024
Competition year année de concours
2023
Award amount
100000
Program id
ALLRP
Program name en
Alliance Grants
Program name fr
Subventions Alliance
Group en
RESEARCH PARTNERSHIPS
Group fr
PARTENARIATS DE RECHERCHE
Committee code
96
Committee name en
RPP Internal Decision Cttee
Committee name fr
Cté de décision interne - PPR
Area of application code
603
Area of application group en
Construction, urban and rural planning
Area of application group fr
Construction, urbanisme et aménagement rural
Area of application en
Construction methods
Area of application fr
Méthodes de construction
Research subject code
1002
Research subject group en
Civil engineering
Research subject group fr
Génie civil
Research subject en
Geotechnical engineering (including engineering geology)
Research subject fr
Géotechnique (y compris génie géologique)
Field of research list names en
Not available
Field of research list names fr
Non disponible
Socioeconomic objective list names en
Not available
Socioeconomic objective list names fr
Non disponible
Application title
Continuous improvement in geomechanics characterization and analysis for excavation damage zone prediction and management
Keywords
deep geological repositories; excavation damage zone; geological engineering; geomechanical laboratory testing; geomechanical numerical modelling; geomechanics; long-term nuclear waste management
Application summary
The cost to Canadians of a completed deep geological repository (DGR) for long-term storage of a historical 60 year inventory of existing used nuclear fuel, and up to 100 years of future high level waste, is estimated to be $26 Billion (2020 dollars). Canada's Nuclear Waste Management Organization (NWMO) investigates approaches to manage the country's spent nuclear fuel (high level waste). All countries that generate nuclear energy are actively developing plans to secure this waste for the long term, and underground DGRs are the universally preferred solution. NWMO has strongly supported and funded world-class fundamental and applied research at Canadian universities, for over 15 years, in critical areas of investigation including host rock geochemistry, structural geology, hydrogeology, glacial loading, and bentonite mechanics, for example. In particular, NWMO has supported ground breaking research and development at Queen's University since 2011, within the Queen's Geomechanics and Geohazards Group, focussed on the geomechanical evolution of excavation damage zones (EDZs) in the DGR context, including transformative advances to rock mechanics laboratory testing protocols, techniques, and data analyses, monitoring approaches at numerous scales, creation of numerical simulation tools, and the improvement of predictive techniques for all stages of damage evolution and rock performance. The EDZ is the zone of induced fracture damage within the near-repository rockmass, the primary long-term barrier against the migration of radioactive nuclides. Current geotechnical testing and numerical simulation methodologies, as applied to non-nuclear tunnelling, cavern construction, and mining, are not adequate for the rigours of this application. The main goals of this proposed research program are to continue to advance geomechanical site characterization techniques, laboratory testing methodologies, numerical approaches, and scientific understanding related to EDZs in sedimentary and crystalline rocks, with emphasis on characterization of heterogeneous and anisotropic rocks and discontinuities, and effects of thermo-hydro-mechanical coupled processes and long-term loading (time-dependency) in rock performance.