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Grant: Engage Grants Program

Royal Military College of Canada

$25,000.00

Advanced probabilistic analysis of reinforced soil slopes

FY 2016-17

Summary
Technologies to improve the ground in civil engineering earthworks such as retaining walls, slopes andembankments are advancing rapidly. As just one example, retaining walls constructed with horizontal layers ofadvanced polymeric soil reinforcement sheets have been demonstrated to reduce the cost of conventionalretaining wall solutions by up to 50%. Similar advancements have occurred using soil nails manufactured withfibre reinforced polymer rods. Currently the geotechnical engineering community is migrating from methods ofanalysis and design that describe margins of safety in terms of factors of safety to margins of safety describedin terms of probabilities of failure. The latter is a more rigorous approach and brings geotechnical design intoalignment with structural engineering practice. A challenge in geotechnical engineering is to consider thespatial variability in soils that develop as a result of construction activities or natural depositional processes forthe ground supporting man-made structures. While the theoretical framework to describe spatial properties ofsoil has matured in recent years, implementation within existing computer software programs for the analysisand design of reinforced walls and slopes is lagging. Rocscience offers a program called Slide 7 which is usedwidely in Canada and worldwide. The program is familiar to geotechnical engineers, researchers and students.The program can consider constant soil properties and soil properties with random variability within 2Ddeterministic (factor of safety) and probabilistic stability analysis methods. However, the program cannotaccommodate spatial variability in soil for slopes with complex geometry or layered soils. A 3D version of theprogram can carry out deterministic analysis of slopes with constant soil properties but cannot consider randomor spatial variability of the soil. This Engage grant will provide assistance to Rocscience programmers todevelop new versions of their 2D and 3D Slide program to include soil spatial variability. The new programwill be an essential tool for geotechnical engineers to move the state-of-practice to a modern probabilisticframework in which the influence of spatial variability of soil on the design of reinforced soil walls and slopes
Program
Engage Grants Program
Location
Ontario, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data

As published

Application id
502179-2016
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
2016
Competition year année de concours
2016
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
Advanced probabilistic analysis of reinforced soil slopes
Keyword
NSERC
Application summary
Technologies to improve the ground in civil engineering earthworks such as retaining walls, slopes andembankments are advancing rapidly. As just one example, retaining walls constructed with horizontal layers ofadvanced polymeric soil reinforcement sheets have been demonstrated to reduce the cost of conventionalretaining wall solutions by up to 50%. Similar advancements have occurred using soil nails manufactured withfibre reinforced polymer rods. Currently the geotechnical engineering community is migrating from methods ofanalysis and design that describe margins of safety in terms of factors of safety to margins of safety describedin terms of probabilities of failure. The latter is a more rigorous approach and brings geotechnical design intoalignment with structural engineering practice. A challenge in geotechnical engineering is to consider thespatial variability in soils that develop as a result of construction activities or natural depositional processes forthe ground supporting man-made structures. While the theoretical framework to describe spatial properties ofsoil has matured in recent years, implementation within existing computer software programs for the analysisand design of reinforced walls and slopes is lagging. Rocscience offers a program called Slide 7 which is usedwidely in Canada and worldwide. The program is familiar to geotechnical engineers, researchers and students.The program can consider constant soil properties and soil properties with random variability within 2Ddeterministic (factor of safety) and probabilistic stability analysis methods. However, the program cannotaccommodate spatial variability in soil for slopes with complex geometry or layered soils. A 3D version of theprogram can carry out deterministic analysis of slopes with constant soil properties but cannot consider randomor spatial variability of the soil. This Engage grant will provide assistance to Rocscience programmers todevelop new versions of their 2D and 3D Slide program to include soil spatial variability. The new programwill be an essential tool for geotechnical engineers to move the state-of-practice to a modern probabilisticframework in which the influence of spatial variability of soil on the design of reinforced soil walls and slopes
Royal Military College of Canada - $25,000 Grant (201… | Canada Spends