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Grant: Alliance Grants

Memorial University of Newfoundland

$25,000.00

Behaviour of buried pipelines subjected to ground movements

FY 2021-22

Summary
Buried pipes are a viable and economical means of transporting liquids and gases such as clean water, sewage, oil, and natural gas. However, the pipelines are often exposed to various geohazards, including differential ground movements resulting from earthquakes, landslides, fault movements, and other sources. It is essential to assess the performance of the pipelines exposed to the hazards to ensure pipeline safety. The applicant's research focuses on assessing the performance of buried pipelines subjected to geohazard using experimental and numerical methods for developing a design method for the pipes. Large-scale static tests are used to observe the pipe and soil responses during ground movements, and finite element models are used to predict the observed behaviors. The collaborators in Japan are experts on the earthquake disaster risk reduction of civil infrastructure, including pipelines. They employ full-scale dynamic testing of buried pipes to investigate the pipe responses under seismic ground movement and discrete element modeling techniques to explore the behavior of the soil-pipe interface. The expertise on earthquake-induced effects on the pipelines is lacking in Canada. The proposed project will bring the expertise of the collaborators to complement the applicant's expertise and strengthen his research program in Canada. The applicant and the collaborators will exchange their experience, expertise, and ideas in the proposed collaborative project and initiate a new international research collaboration. A detailed plan will be first developed to carry out an experimental and numerical study of buried pipes using the facilities of the collaborators. The experiments will be conducted using the facility at Kobe University. The numerical analysis will be carried out using the discrete element method, finite element method, and the extended finite element method at the Institute for Disaster Prevention, Kyoto University. Based on the findings from the experimental and numerical works, a new research project will be developed for the Alliance International Collaboration grants application.
Program
Alliance Grants
Location
Newfoundland and Labrador, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data

As published

Application id
571134-2021
Name nom
Dhar, Ashutosh
Department département
Civil Engineering
Organization id
89
Institution établissement
Memorial University of Newfoundland
Province en
Newfoundland and Labrador
Province fr
Terre-Neuve-et-Labrador
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2021
Competition year année de concours
2021
Award amount
25000
Program id
ALLRP
Program name en
Alliance Grants
Program name fr
Subventions Alliance
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
300
Area of application group en
Energy resources
Area of application group fr
Ressources d'énergie
Area of application en
Energy resources (including production, exploration, processing, distribution and use)
Area of application fr
Ressources d'énergie (production, exploration, traitement, distribution et utilisation de l'énergie)
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
Partie
1
Nb partie
1
Application title
Behaviour of buried pipelines subjected to ground movements
Keyword
NSERC
Application summary
Buried pipes are a viable and economical means of transporting liquids and gases such as clean water, sewage, oil, and natural gas. However, the pipelines are often exposed to various geohazards, including differential ground movements resulting from earthquakes, landslides, fault movements, and other sources. It is essential to assess the performance of the pipelines exposed to the hazards to ensure pipeline safety. The applicant's research focuses on assessing the performance of buried pipelines subjected to geohazard using experimental and numerical methods for developing a design method for the pipes. Large-scale static tests are used to observe the pipe and soil responses during ground movements, and finite element models are used to predict the observed behaviors. The collaborators in Japan are experts on the earthquake disaster risk reduction of civil infrastructure, including pipelines. They employ full-scale dynamic testing of buried pipes to investigate the pipe responses under seismic ground movement and discrete element modeling techniques to explore the behavior of the soil-pipe interface. The expertise on earthquake-induced effects on the pipelines is lacking in Canada. The proposed project will bring the expertise of the collaborators to complement the applicant's expertise and strengthen his research program in Canada. The applicant and the collaborators will exchange their experience, expertise, and ideas in the proposed collaborative project and initiate a new international research collaboration. A detailed plan will be first developed to carry out an experimental and numerical study of buried pipes using the facilities of the collaborators. The experiments will be conducted using the facility at Kobe University. The numerical analysis will be carried out using the discrete element method, finite element method, and the extended finite element method at the Institute for Disaster Prevention, Kyoto University. Based on the findings from the experimental and numerical works, a new research project will be developed for the Alliance International Collaboration grants application.