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

Queen's University

$150,000.00

High pressure / High Temperature Geomechanical Triaxial Test Cell with Integrated Pore Pressure Monitoring and Acoustic and Strain Transducer Arrays

FY 2011-12

Summary
The research program to be supported is that of Dr. Diederichs at Queen's University and involves early damage detection in rock under confined, high temperature loading. The equipment being requested here will form an important 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. This long term phase includes temperature and porepressure influences. Long term lower bound strength of massive rock has been linked with the measurable onset of observed damage at intermediate stress levels enroute to ultimate failure. This damage threshold and the subsequent damage propagation within the sample can be monitored with highly accurate strain measurement during testing or with acoustic monitoring (""listening"" for micro-acoustic emissions associated with cracking). Of particular interest in terms of fundamental research, however, is the dependency of damage initiation stress thresholds on confining stress, temperature and pore pressure of rocks. These conditions are to be expected during the containment lifespan of an Ontario-based waste repository. Possible candidate rocks include granitic rocks, limestones, shales and possibly massive metamorphic complexes. These rocks are expected to behave differently under the expected repository conditions, necessitating investigation of the type proposed here. The equipment requested integrates all of the monitoring needs into one purpose built system and provides a unique and highly controlled testing environment.
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
422900-2012
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
2011
Competition year année de concours
2012
Award amount
150000
Program id
EQPEQ
Program nane 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
1206
Area of application group en
Advancement of knowledge
Area of application group fr
Avancement des connaissances
Area of application en
Engineering
Area of application fr
Génie
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
High pressure / High Temperature Geomechanical Triaxial Test Cell with Integrated Pore Pressure Monitoring and Acoustic and Strain Transducer Arrays
Keyword
NSERC
Application summary
The research program to be supported is that of Dr. Diederichs at Queen's University and involves early damage detection in rock under confined, high temperature loading. The equipment being requested here will form an important 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. This long term phase includes temperature and porepressure influences. Long term lower bound strength of massive rock has been linked with the measurable onset of observed damage at intermediate stress levels enroute to ultimate failure. This damage threshold and the subsequent damage propagation within the sample can be monitored with highly accurate strain measurement during testing or with acoustic monitoring (""listening"" for micro-acoustic emissions associated with cracking). Of particular interest in terms of fundamental research, however, is the dependency of damage initiation stress thresholds on confining stress, temperature and pore pressure of rocks. These conditions are to be expected during the containment lifespan of an Ontario-based waste repository. Possible candidate rocks include granitic rocks, limestones, shales and possibly massive metamorphic complexes. These rocks are expected to behave differently under the expected repository conditions, necessitating investigation of the type proposed here. The equipment requested integrates all of the monitoring needs into one purpose built system and provides a unique and highly controlled testing environment.
Queen's University - $150,000 Grant (2011-12) | Canada Spends