Grant: Discovery Grants Program - Individual
University of Western Ontario
$81,310.00
Physical and numerical modeling of ssi
EF 2011-12
Résumé
The renewal of Canada's highway infrastructure is necessary to accommodate its expanding economy. Bridge foundations, as part of this initiative, would cost hundreds of millions of dollars and innovative solutions that provide cost efficient, durable and reliable foundation are needed. In addition, energy demand has increased substantially, and is expected to increase at even a higher rate. This soaring demand promoted a worldwide increase in the development of green energy technologies such as wind and solar energy. Most renewable energy projects are situated in remote locations (or offshore) or difficult ground conditions, and/or experience unique loading combinations (i.e. significant lateral and uplift loading), which pose significant challenges for foundation engineers. Furthermore, the upgraded seismic loading included in the national building code of Canada (NBCC 2005) postulates an increased seismic hazard in Canada. Existing structures, including major infrastructure, were designed and constructed prior to these new design guidelines and are still susceptible to earthquake damage. These structures have to adhere to the new seismic loading provisions, and finding innovative efficient retrofitting tools is therefore vital. A number of innovative foundation solutions to address these varying needs will be examined in this research program, including: Composite fibre reinforced polymer (FRP) tapered piles, spun-cast ductile iron tapered piles for infrastructure projects; Hybrid foundation system for wind turbine and solar power farm applications; and Composite FRP-square shaft helical pile; and self drilled micropile systems for seismic applications. The outcome of this program would be efficient construction techniques and reliable design methodologies for these innovative foundations. This research is expected to result in significant technology transfer and economical benefit to Canada.
Programme
Discovery Grants Program - Individual
Bénéficiaire
Emplacement
Ontario, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data
Tel que publié
Application id
183757-2010
Name nom
ElNaggar, MHesham
Department département
Civil and Environmental Engineering
Organization id
36
Institution établissement
University of Western Ontario
Province en
Ontario
Province fr
Ontario
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2011
Competition year année de concours
2010
Award amount
81310
Program id
RGPIN
Program nane 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
603
Area of application group en
Construction, urban and rural planning
Area of application group fr
Construction, urbanisme et aménagement rural
Area of application en
Construction methods
Area of application fr
Méthodes de construction
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
5
Application title
Physical and numerical modeling of ssi
Keyword
NSERC
Application summary
The renewal of Canada's highway infrastructure is necessary to accommodate its expanding economy. Bridge foundations, as part of this initiative, would cost hundreds of millions of dollars and innovative solutions that provide cost efficient, durable and reliable foundation are needed. In addition, energy demand has increased substantially, and is expected to increase at even a higher rate. This soaring demand promoted a worldwide increase in the development of green energy technologies such as wind and solar energy. Most renewable energy projects are situated in remote locations (or offshore) or difficult ground conditions, and/or experience unique loading combinations (i.e. significant lateral and uplift loading), which pose significant challenges for foundation engineers. Furthermore, the upgraded seismic loading included in the national building code of Canada (NBCC 2005) postulates an increased seismic hazard in Canada. Existing structures, including major infrastructure, were designed and constructed prior to these new design guidelines and are still susceptible to earthquake damage. These structures have to adhere to the new seismic loading provisions, and finding innovative efficient retrofitting tools is therefore vital. A number of innovative foundation solutions to address these varying needs will be examined in this research program, including: Composite fibre reinforced polymer (FRP) tapered piles, spun-cast ductile iron tapered piles for infrastructure projects; Hybrid foundation system for wind turbine and solar power farm applications; and Composite FRP-square shaft helical pile; and self drilled micropile systems for seismic applications. The outcome of this program would be efficient construction techniques and reliable design methodologies for these innovative foundations. This research is expected to result in significant technology transfer and economical benefit to Canada.