Grant: Discovery Grants Program - Individual
Memorial University of Newfoundland
$36,000.00
Effects of Ground Movement on Oil and Gas Pipelines and Piles
FY 2018-19
Summary
Landslides occur in both onshore and offshore environments. Similar to onshore landslides, many underwater seabed slope failures have been reported in the literature, and some of the large submarine landslides generated tsunami such as the Grand Banks landslide in offshore Newfoundland, Canada. Submarine landslides could also damage infrastructure installed in the seabed for offshore oil and gas development. Various factors could trigger onshore and offshore landslides; however, the existence of sensitive clay layers, toe erosion near the riverbank, upslope loading, formation of weakened zones and earthquake loading are the main foci of the present study. The large-scale landslides generally initiate through progressive development of failure planes along which a number of failed soil blocks displace over a large distance. Similarly, post-failure movement of the failed soil mass, known as runout,' could also have devastating effects on human life and infrastructure. Numerical modeling techniques, which can accommodate such large deformation of soil, will be developed in this research program to study onshore and offshore landslides and runout. In addition, pipelines or piles located in the landslide areas or runout zones might be damaged or destroyed due to the force transmitted to these structures by the sliding soil mass. Numerical analysis and physical modeling using a geotechnical centrifuge will be performed to understand pipelinesoil and pilesoil interaction mechanisms which could be used to improve design guidelines. Four Masters and five Doctoral candidates' research will be supported by this grant at Memorial University of Newfoundland.
Program
Discovery Grants Program - Individual
Recipient
Location
Newfoundland and Labrador, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data
As published
Application id
RGPIN-2016-04168
Name nom
Hawlader, Bipul
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
2016
Award amount
36000
Program id
RGPIN
Program name en
Discovery Grants Program - Individual
Program name fr
Programme de subventions à la découverte - individuelles
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
3
Nb partie
5
Application title
Effects of Ground Movement on Oil and Gas Pipelines and Piles
Keyword
NSERC
Application summary
Landslides occur in both onshore and offshore environments. Similar to onshore landslides, many underwater seabed slope failures have been reported in the literature, and some of the large submarine landslides generated tsunami such as the Grand Banks landslide in offshore Newfoundland, Canada. Submarine landslides could also damage infrastructure installed in the seabed for offshore oil and gas development. Various factors could trigger onshore and offshore landslides; however, the existence of sensitive clay layers, toe erosion near the riverbank, upslope loading, formation of weakened zones and earthquake loading are the main foci of the present study. The large-scale landslides generally initiate through progressive development of failure planes along which a number of failed soil blocks displace over a large distance. Similarly, post-failure movement of the failed soil mass, known as runout,' could also have devastating effects on human life and infrastructure. Numerical modeling techniques, which can accommodate such large deformation of soil, will be developed in this research program to study onshore and offshore landslides and runout. In addition, pipelines or piles located in the landslide areas or runout zones might be damaged or destroyed due to the force transmitted to these structures by the sliding soil mass. Numerical analysis and physical modeling using a geotechnical centrifuge will be performed to understand pipelinesoil and pilesoil interaction mechanisms which could be used to improve design guidelines. Four Masters and five Doctoral candidates' research will be supported by this grant at Memorial University of Newfoundland.