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Grant: Discovery Grants Program - Individual

Queen's University

$78,500.00

Reserve strength and rehabilitation of deteriorated pipe infrastructure

FY 2022-23

Summary
Many new methods of sewer, water pipe and culvert repair have been developed over the past two decades, and further procedures appear each year, servicing ongoing pipe infrastructure reinvestments of $2B/yr across Canada and up to $100B each year internationally. However, there are important knowledge gaps regarding the reserve (i.e. remaining) strength of deteriorated pipes, the interactions that result after repair with any of the many different liner systems, the controlling strength and service limit states, and appropriate approximations for development of design methods. Using the world's leading buried pipe test facility & new solutions for soil-pipe interaction, the Grant will support seminal contributions observing, explaining, quantifying and conceptually simplifying these complex `shell in shell in soil' systems. Complementary projects over 5 years will: a. Transform current methods of estimating remaining capacity of deteriorated metal and concrete culverts, and produce the first comprehensive methods for their load rating (setting allowable vehicle weights), considering damage to the pipe, the soil, and the pavement above, and permitting use of field measurements of response under truck loads. b. Realise the first demonstration systems where thrust & moment distributions for important culverts in the field are monitored from the desk-top c. Develop clear guidance on the behaviour and design (including strength limits) for culverts rehabilitated using cured in place liners, sprayed cementitious liners, grouted slipliners, and paved inverts, integrating previous work with new findings to address remaining knowledge gaps associated with culvert shape, cyclic loading, and grout choice. d. Clarify how the strength limits controlling performance of the two commonest kinds of pressure pipe liner (plain epoxy and fibreglass) used to repair cast iron water pipes are influenced by factors such as wrinkles & gaps at bends, and the liner-pipe adhesion and/or friction). The work will introduce new methods of analysis, full scale physical modeling, and design models, and will define or influence Canadian & international scholarship and design practices for these problems. The 18 HQP (6 MASc, 7 PhD and 5 Undergrad. students) trained will address the substantial demand for experts in these topics, to be recruited as municipal, structural and geotechnical professionals.
Program
Discovery Grants Program - Individual
Location
Ontario, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data

As published

Application id
RGPIN-2019-05465
Name nom
Moore, Ian
Department département
Civil Engineering - Civil Engineering
Organization id
29
Institution établissement
Queen's University
Province en
Ontario
Province fr
Ontario
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2022
Competition year année de concours
2019
Award amount
78500
Program id
RGPIN
Program name en
Discovery Grants Program - Individual
Program name fr
Programme de subventions à la découverte - individuelles
Group en
DISCOVERY RESEARCH
Group fr
RECHERCHE AXÉE SUR 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
1001
Area of application group en
Northern development
Area of application group fr
Développement du nord
Area of application en
Construction, transportation and communications
Area of application fr
Construction, transports et communications
Research subject code
1000
Research subject group en
Civil engineering
Research subject group fr
Génie civil
Research subject en
Civil engineering
Research subject fr
Génie civil
Installment
inst:4
Partie
1
Nb partie
5
Application title
Reserve strength and rehabilitation of deteriorated pipe infrastructure
Application summary
Many new methods of sewer, water pipe and culvert repair have been developed over the past two decades, and further procedures appear each year, servicing ongoing pipe infrastructure reinvestments of $2B/yr across Canada and up to $100B each year internationally. However, there are important knowledge gaps regarding the reserve (i.e. remaining) strength of deteriorated pipes, the interactions that result after repair with any of the many different liner systems, the controlling strength and service limit states, and appropriate approximations for development of design methods. Using the world's leading buried pipe test facility & new solutions for soil-pipe interaction, the Grant will support seminal contributions observing, explaining, quantifying and conceptually simplifying these complex `shell in shell in soil' systems. Complementary projects over 5 years will: a. Transform current methods of estimating remaining capacity of deteriorated metal and concrete culverts, and produce the first comprehensive methods for their load rating (setting allowable vehicle weights), considering damage to the pipe, the soil, and the pavement above, and permitting use of field measurements of response under truck loads. b. Realise the first demonstration systems where thrust & moment distributions for important culverts in the field are monitored from the desk-top c. Develop clear guidance on the behaviour and design (including strength limits) for culverts rehabilitated using cured in place liners, sprayed cementitious liners, grouted slipliners, and paved inverts, integrating previous work with new findings to address remaining knowledge gaps associated with culvert shape, cyclic loading, and grout choice. d. Clarify how the strength limits controlling performance of the two commonest kinds of pressure pipe liner (plain epoxy and fibreglass) used to repair cast iron water pipes are influenced by factors such as wrinkles & gaps at bends, and the liner-pipe adhesion and/or friction). The work will introduce new methods of analysis, full scale physical modeling, and design models, and will define or influence Canadian & international scholarship and design practices for these problems. The 18 HQP (6 MASc, 7 PhD and 5 Undergrad. students) trained will address the substantial demand for experts in these topics, to be recruited as municipal, structural and geotechnical professionals.