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Grant: Research Tools and Instruments - Category 1 (<$150,000)

Queen's University

$150,000.00

Precision controlled vertical actuator for advanced hydro-thermal coupled confined and long term testing for nuclear waste repository geomechanics

FY 2012-13

Summary
Dr. Diederichs at Queen's University is involved in research related to damage detection and prediction in rock under a variety of loading and boundary conditions as a predictor for long term performance adjacent to and around underground nuclear waste repositories. The equipment being requested here will form a critical cornerstone in the experimental work related to excavation damage around shafts, tunnels and caverns designed for long term storage of nuclear waste. The long term stability and limiting permeability of the host rocks for such a repository depend on controlling the levels of damage development around the excavations during construction, operation and over the long term life of the repository. Long term lower bound strength of massive rock has been linked with the measurable onset of observed damage at intermediate stress levels on the way to ultimate failure. This damage threshold and the subsequent damage propagation within the sample can be monitored with highly accurate load and strain control through monotonic or cyclic stress/strain path testing. The tests to be performed during the course of this research require a full time dedicated actuator/load frame with a high level of customizable control and flexible physical configuration options including the capability to integrate with a state-of-the-art confinement cell acquired previously for this work and the future direct shear and fracture testing. The equipment requested here is a servo-controlled loading frame with high capacity, high-stiffness and state of the art digital control technology that makes it possible to conduct unconfined compression, triaxial, post yield, direct and indirect tension, creep and fracture toughness measurement tests and cycled strain/load tests. The system has leading edge controller, application software and high-flow, high-response servo-hydraulics (valves) allow for manipulation of the control loop using any combination of feedback signals (ie: axial load, stroke and strain, circumferential strain, onfining fluid intensifier pressure and stroke, pore fluid pressure, etc). Within the next 4 years at least 10 graduate students will use the system within the context of the research discussed but also in a secondary capacity in a number of other projects.
Program
Research Tools and Instruments - Category 1 (<$150,000)
Location
Ontario, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data

As published

Application id
440161-2013
Name nom
Diederichs, MarkStephen
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
2012
Competition year année de concours
2013
Award amount
150000
Program id
EQPEQ
Program name en
Research Tools and Instruments - Category 1 (<$150,000)
Program name fr
Outils et instruments de recherche - catégorie 1 (<150 000$)
Group en
Discovery grants programs
Group fr
Programmes de subventions à la découverte
Committee code
1509
Committee name en
Civil, Industrial and Systems Engineering
Committee name fr
Génie civil, industriel et des systèmes
Area of application code
302
Area of application group en
Energy resources
Area of application group fr
Ressources d'énergie
Area of application en
Nuclear energy
Area of application fr
Énergie nucléaire
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)
Partie
1
Nb partie
1
Application title
Precision controlled vertical actuator for advanced hydro-thermal coupled confined and long term testing for nuclear waste repository geomechanics
Keyword
NSERC
Application summary
Dr. Diederichs at Queen's University is involved in research related to damage detection and prediction in rock under a variety of loading and boundary conditions as a predictor for long term performance adjacent to and around underground nuclear waste repositories. The equipment being requested here will form a critical cornerstone in the experimental work related to excavation damage around shafts, tunnels and caverns designed for long term storage of nuclear waste. The long term stability and limiting permeability of the host rocks for such a repository depend on controlling the levels of damage development around the excavations during construction, operation and over the long term life of the repository. Long term lower bound strength of massive rock has been linked with the measurable onset of observed damage at intermediate stress levels on the way to ultimate failure. This damage threshold and the subsequent damage propagation within the sample can be monitored with highly accurate load and strain control through monotonic or cyclic stress/strain path testing. The tests to be performed during the course of this research require a full time dedicated actuator/load frame with a high level of customizable control and flexible physical configuration options including the capability to integrate with a state-of-the-art confinement cell acquired previously for this work and the future direct shear and fracture testing. The equipment requested here is a servo-controlled loading frame with high capacity, high-stiffness and state of the art digital control technology that makes it possible to conduct unconfined compression, triaxial, post yield, direct and indirect tension, creep and fracture toughness measurement tests and cycled strain/load tests. The system has leading edge controller, application software and high-flow, high-response servo-hydraulics (valves) allow for manipulation of the control loop using any combination of feedback signals (ie: axial load, stroke and strain, circumferential strain, onfining fluid intensifier pressure and stroke, pore fluid pressure, etc). Within the next 4 years at least 10 graduate students will use the system within the context of the research discussed but also in a secondary capacity in a number of other projects.