Grant: Collaborative Research and Development Grants
Memorial University of Newfoundland
$59,000.00
Investigation of pull-out behaviour of small diameter medium density polyethylene pipes
FY 2018-19
Summary
Pipelines play an important role in modern society through transporting liquids and gases from the source to the*users. According to Natural Resources Canada, about 825,000 kilometers of oil and gas transmission, gathering*and distribution pipelines traverse Canada. Many of these pipelines pass through the areas prone to landslides.*Soil movement due to landslides may cause longitudinal, transverse or combined loads on the pipelines,*depending upon the orientation of the pipeline with respect to the moving ground. The existing design*guidelines for structural integrity assessment of pipelines in landslide areas were developed based on the*observations for rigid pipes, which may not be applicable to flexible pipes, such as Medium Density*Polyethylene (MDPE) pipes. However, flexible polyethylene pipes including MDPE pipes have been widely*used over the last few decades due to their various advantages. The design method for the assessment of the*performance of MDPE pipelines subjected to landslide loading is not well-developed. Full-scale tests and finite*element (FE) modelling of MDPE are also very limited. In the proposed research, a set of full-scale tests of*small diameter MDPE pipe will be conducted using the facility at Memorial University of Newfoundland*(MUN) to develop a database and an improved understanding on the behaviour of pipes under the loads from*ground movements. The test program will consists of following: i) axial pullout testing of plane pipes; ii) axial*pullout testing of pipes with Tee-junctions (branched pipes); and iii) lateral pullout testing for pipes, buried in*loose and dense sand. Laboratory element testing will be conducted to find geotechnical parameters and*development of constitutive models for sand and the strain rate dependent behavior of MDPE pipe materials.*FE modelling techniques will be developed using Abaqus FE software to simulate the observed response from*the full-scale pipe tests. The findings from this research will be useful to the Canadian pipeline industry,*enabling them to assess pipeline conditions in unstable ground and thus to make more effective management*decisions to ensure structural integrity of the pipeline and minimize the risk of pipeline failure.
Program
Collaborative Research and Development Grants
Recipient
Location
Newfoundland and Labrador, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data
As published
Application id
514564-2017
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
2018
Competition year année de concours
2017
Award amount
59000
Program id
CRDPJ
Program name en
Collaborative Research and Development Grants
Program name fr
Subventions de recherche et développement coopérative
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)
Partie
2
Nb partie
2
Application title
Investigation of pull-out behaviour of small diameter medium density polyethylene pipes
Keyword
NSERC
Application summary
Pipelines play an important role in modern society through transporting liquids and gases from the source to the*users. According to Natural Resources Canada, about 825,000 kilometers of oil and gas transmission, gathering*and distribution pipelines traverse Canada. Many of these pipelines pass through the areas prone to landslides.*Soil movement due to landslides may cause longitudinal, transverse or combined loads on the pipelines,*depending upon the orientation of the pipeline with respect to the moving ground. The existing design*guidelines for structural integrity assessment of pipelines in landslide areas were developed based on the*observations for rigid pipes, which may not be applicable to flexible pipes, such as Medium Density*Polyethylene (MDPE) pipes. However, flexible polyethylene pipes including MDPE pipes have been widely*used over the last few decades due to their various advantages. The design method for the assessment of the*performance of MDPE pipelines subjected to landslide loading is not well-developed. Full-scale tests and finite*element (FE) modelling of MDPE are also very limited. In the proposed research, a set of full-scale tests of*small diameter MDPE pipe will be conducted using the facility at Memorial University of Newfoundland*(MUN) to develop a database and an improved understanding on the behaviour of pipes under the loads from*ground movements. The test program will consists of following: i) axial pullout testing of plane pipes; ii) axial*pullout testing of pipes with Tee-junctions (branched pipes); and iii) lateral pullout testing for pipes, buried in*loose and dense sand. Laboratory element testing will be conducted to find geotechnical parameters and*development of constitutive models for sand and the strain rate dependent behavior of MDPE pipe materials.*FE modelling techniques will be developed using Abaqus FE software to simulate the observed response from*the full-scale pipe tests. The findings from this research will be useful to the Canadian pipeline industry,*enabling them to assess pipeline conditions in unstable ground and thus to make more effective management*decisions to ensure structural integrity of the pipeline and minimize the risk of pipeline failure.