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Grant: Engage Grants Program

Royal Military College of Canada

$25,000.00

Design and analysis tools for steel grid mechanically stabilized earth walls considering corrosion

EF 2018-19

Résumé
Technologies to improve the ground in civil engineering earthworks such as retaining walls are advancing*rapidly. As just one example, retaining walls constructed with horizontal layers of advanced polymeric soil*reinforcement sheets and steel products have been demonstrated to reduce the cost of conventional wall*solutions by up to 50% and provide more sustainable solutions in competition with older technologies. In North*American terminology these systems are called mechanically stabilized earth (MSE) walls. Currently the*Canadian geotechnical engineering community is migrating from methods of analysis and design that describe*margins of safety in terms of factors of safety to margins of safety described in terms of probabilities of failure*which include load and resistance factor design (LRFD). The latter is a more rigorous approach and brings*MSE wall design into alignment with structural engineering practice. Included in the MSE wall category are*systems composed of a concrete facing and backfill soil that is reinforced by layers of galvanized steel grids.*This is a technology provided coast to coast by Atlantic Industries Limited (AIL) in Canada. Current models*for stability of these systems against tensile rupture and pullout of steel grids in the reinforced soil backfill are*now two decades old and their accuracy using a database of recently collected measurements in the field has*not been fully examined. Furthermore, LRFD codes used in Canada and the USA produce different design*outcomes for the same steel grid type which can put some suppliers of steel soil reinforcement such as AIL at a*disadvantage. Coupled with this challenge is the lack of a rigorous and accurate approach to incorporate*potential corrosion of the steel reinforcement into lifetime predictions of the reliability of steel grid MSE walls.*The influence of steel corrosion on lifetime performance of MSE steel walls is often raised by designers. The*results of this collaborative research program with AIL will provide modern performance reliability-based*analysis and design tools for AIL including recommendations for minimum zinc (galvanic) coating. These will*assist AIL to promote the use of their steel grid MSE wall technology in Canada, the USA and internationally.
Programme
Engage Grants Program
Emplacement
Ontario, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data

Tel que publié

Application id
532046-2018
Name nom
Bathurst, Richard
Department département
Civil Engineering
Organization id
30
Institution établissement
Royal Military College of Canada
Province en
Ontario
Province fr
Ontario
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2018
Competition year année de concours
2018
Award amount
25000
Program id
EGP
Program name en
Engage Grants Program
Program name fr
Programme de subventions d'engagement partenariat
Group en
Research partnerships programs
Group fr
Programmes de partenariat
Committee code
1553
Committee name en
Ontario Internal Decision Committee
Committee name fr
Comité de décision interne pour l'Ontario
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
1000
Research subject group en
Civil engineering
Research subject group fr
Génie civil
Research subject en
Civil engineering
Research subject fr
Génie civil
Partie
1
Nb partie
1
Application title
Design and analysis tools for steel grid mechanically stabilized earth walls considering corrosion
Keyword
NSERC
Application summary
Technologies to improve the ground in civil engineering earthworks such as retaining walls are advancing*rapidly. As just one example, retaining walls constructed with horizontal layers of advanced polymeric soil*reinforcement sheets and steel products have been demonstrated to reduce the cost of conventional wall*solutions by up to 50% and provide more sustainable solutions in competition with older technologies. In North*American terminology these systems are called mechanically stabilized earth (MSE) walls. Currently the*Canadian geotechnical engineering community is migrating from methods of analysis and design that describe*margins of safety in terms of factors of safety to margins of safety described in terms of probabilities of failure*which include load and resistance factor design (LRFD). The latter is a more rigorous approach and brings*MSE wall design into alignment with structural engineering practice. Included in the MSE wall category are*systems composed of a concrete facing and backfill soil that is reinforced by layers of galvanized steel grids.*This is a technology provided coast to coast by Atlantic Industries Limited (AIL) in Canada. Current models*for stability of these systems against tensile rupture and pullout of steel grids in the reinforced soil backfill are*now two decades old and their accuracy using a database of recently collected measurements in the field has*not been fully examined. Furthermore, LRFD codes used in Canada and the USA produce different design*outcomes for the same steel grid type which can put some suppliers of steel soil reinforcement such as AIL at a*disadvantage. Coupled with this challenge is the lack of a rigorous and accurate approach to incorporate*potential corrosion of the steel reinforcement into lifetime predictions of the reliability of steel grid MSE walls.*The influence of steel corrosion on lifetime performance of MSE steel walls is often raised by designers. The*results of this collaborative research program with AIL will provide modern performance reliability-based*analysis and design tools for AIL including recommendations for minimum zinc (galvanic) coating. These will*assist AIL to promote the use of their steel grid MSE wall technology in Canada, the USA and internationally.