Grant: Alliance Grants
Memorial University of Newfoundland
$58,000.00
Thermoplastic water pipes exposed to ground movements
FY 2023-24
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 geohazards using full-scale experiments and numerical methods for developing a pipe design method. However, the full-scale experiment has limitations in monitoring the ground responses near the pipe surface and modeling the pipeline networks. To this end, the collaborators in Japan evaluate the ground movements near the pipe surface from microscopic viewpoints using X-ray CT system and numerical analysis with the Distinct Element Method (DEM). They also employ centrifuge modeling to investigate the behavior of the buried pipe network and shaking table tests to examine the dynamic friction characteristics between the pipe and the surrounding soil. The proposed project would complement this work by conducting full-scale tests using the facility at Memorial University and finite element modeling. Axial and lateral ground movement tests will be conducted using thermoplastic and/or polyvinylchloride (PVC) water pipes commonly used in Canada under different burial conditions. Numerical modeling using Abaqus will be performed to interpret the test results. A graduate student and the applicant will visit Japan to conduct X-Ray CT scan tests representing the ground movement mechanism expected in their tests and to perform DEM analysis with the collaborators. Thus, various expertise will be combined in the proposed collaboration to advance knowledge and develop reliable methods for predicting pipe responses to ground movements. The research findings will contribute to developing resilient pipeline infrastructure for Canadians and, thus, minimize water loss due to pipe failure.
Program
Alliance Grants
Recipient
Location
Newfoundland and Labrador, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data
As published
Application id
590973-2023
Name nom
Dhar, Ashutosh AS
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
2023
Competition year année de concours
2023
Award amount
58000
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
702
Area of application group en
Transportation systems and services
Area of application group fr
Services et systèmes de transport
Area of application en
Water
Area of application fr
Maritime
Research subject code
1101
Research subject group en
Structural engineering
Research subject group fr
Structural loads and safety
Research subject en
Génie des structures
Research subject fr
Charges structurales et sécurité
Application title
Thermoplastic water pipes exposed to ground movements
Keyword
Buried pipes; Fitness for service; Geomaterials; Ground loads; Ground movements; Numerical modeling; Pipe testing; Soil-pipe interaction; Thermoplastic pipes
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 geohazards using full-scale experiments and numerical methods for developing a pipe design method. However, the full-scale experiment has limitations in monitoring the ground responses near the pipe surface and modeling the pipeline networks. To this end, the collaborators in Japan evaluate the ground movements near the pipe surface from microscopic viewpoints using X-ray CT system and numerical analysis with the Distinct Element Method (DEM). They also employ centrifuge modeling to investigate the behavior of the buried pipe network and shaking table tests to examine the dynamic friction characteristics between the pipe and the surrounding soil. The proposed project would complement this work by conducting full-scale tests using the facility at Memorial University and finite element modeling. Axial and lateral ground movement tests will be conducted using thermoplastic and/or polyvinylchloride (PVC) water pipes commonly used in Canada under different burial conditions. Numerical modeling using Abaqus will be performed to interpret the test results. A graduate student and the applicant will visit Japan to conduct X-Ray CT scan tests representing the ground movement mechanism expected in their tests and to perform DEM analysis with the collaborators. Thus, various expertise will be combined in the proposed collaboration to advance knowledge and develop reliable methods for predicting pipe responses to ground movements. The research findings will contribute to developing resilient pipeline infrastructure for Canadians and, thus, minimize water loss due to pipe failure.