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Grant: Research Tools and Instruments

University of Alberta

$150,000.00

Climate Control Triaxial System for Strength Assessment of Frozen and Partially Frozen Soils

EF 2019-20

Résumé
Nearly a quarter of the northern hemisphere, including half of Canada's landmass, is underlain by permafrost. Essentially, permafrost is ground that remains perennially frozen for at least two years below zero degrees centigrade. Rises in temperature due to climate change have detrimental impacts on the strength and integrity of permafrost. The ramifications of this warming include increasing instability of shallow slopes and deformation of near-surface infrastructures, such as pipelines, and will impact landscape design in mine reclamation framework. Warming allows ice in the pore space to change phase to water, and this water can result in increases in internal pore water pressures in the partially frozen material. The proposed triaxial system will enable us to measure pore pressure increase with controlled warming and therefore quantify the subsequent strength reduction relative to temperature profiles. The requested state-of-the-art environmental triaxial testing system is capable of testing frozen and partially frozen soil under controlled temperature conditions to monitor the pore pressure transitional changes as frozen soil thaws. This system will allow us to compile a unique experimental database to develop and calibrate numerical models capable of predicting the change in the strength of frozen soils as it thaws. Although triaxial tests are routinely used in geotechnical engineering to measure strength of soils, they are rarely utilized to understand effective stresses in frozen and partially frozen soils. By acquiring this system, our research group would be at the forefront of making significant and fundamental contributions to Canada's northern development in three key research areas with strong support: mining waste management, construction, and railway industries. Furthermore, it will help create an edge in our HQP training, providing them with a unique skillset to place them in impactful future roles.
Programme
Research Tools and Instruments
Bénéficiaire
Emplacement
Alberta, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data

Tel que publié

Application id
RTI-2020-00127
Name nom
Beier, Nicholas
Department département
Civil and Environmental Engineering
Organization id
9
Institution établissement
University of Alberta
Province en
Alberta
Province fr
Alberta
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2019
Competition year année de concours
2020
Award amount
150000
Program id
RTI
Program name en
Research Tools and Instruments
Program name fr
Outils et instruments de recherche
Group en
DISCOVERY RESEARCH
Group fr
RECHERCHE AXÉE SUR LA DÉCOUVERTE
Committee code
1609
Committee name en
Engineering (RTI)
Committee name fr
Génie (OIR)
Area of application code
1000
Area of application group en
Northern development
Area of application group fr
Développement du nord
Area of application en
Northern development
Area of application fr
Développement du nord
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)
Installment
inst:1 - 1
Partie
1
Nb partie
1
Application title
Climate Control Triaxial System for Strength Assessment of Frozen and Partially Frozen Soils
Keyword
NSERC
Application summary
Nearly a quarter of the northern hemisphere, including half of Canada's landmass, is underlain by permafrost. Essentially, permafrost is ground that remains perennially frozen for at least two years below zero degrees centigrade. Rises in temperature due to climate change have detrimental impacts on the strength and integrity of permafrost. The ramifications of this warming include increasing instability of shallow slopes and deformation of near-surface infrastructures, such as pipelines, and will impact landscape design in mine reclamation framework. Warming allows ice in the pore space to change phase to water, and this water can result in increases in internal pore water pressures in the partially frozen material. The proposed triaxial system will enable us to measure pore pressure increase with controlled warming and therefore quantify the subsequent strength reduction relative to temperature profiles. The requested state-of-the-art environmental triaxial testing system is capable of testing frozen and partially frozen soil under controlled temperature conditions to monitor the pore pressure transitional changes as frozen soil thaws. This system will allow us to compile a unique experimental database to develop and calibrate numerical models capable of predicting the change in the strength of frozen soils as it thaws. Although triaxial tests are routinely used in geotechnical engineering to measure strength of soils, they are rarely utilized to understand effective stresses in frozen and partially frozen soils. By acquiring this system, our research group would be at the forefront of making significant and fundamental contributions to Canada's northern development in three key research areas with strong support: mining waste management, construction, and railway industries. Furthermore, it will help create an edge in our HQP training, providing them with a unique skillset to place them in impactful future roles.