Grant: Alliance Grants
Toronto Metropolitan University
$25,000.00
Develop a reliability-based design method for CFA piles from region-based pile load test data
FY 2024-25
Summary
This proposed research is to develop a reliability-based design (RBD) method for continuous flight augercast (CFA) piles using pile load test results collected within the same regions in Canada. CFA piles, or auger cast-in-place piles, are installed by drilling and concreting/grouting in one pass. CFA piles have become increasingly popular in many regions of the world because of their many advantages, including rapid installation, suitability for most soils, material saving, negligible vibration and noise, and less ground loosening. CFA piles have also been successfully applied in Canadian commercial and public projects. However, this technique has rarely been applied in developing transportation structures in Canada. This underutilization situation results from perceived difficulties in its quality control and a lack of an RBD method adopted in the design codes. Many studies found that the load-transfer behavior of a CFA pile shows significant differences from that of a drilled shaft due to its intrinsic installation differences. However, the design methods for drilled shafts are being applied directly to CFA piles, which easily leads to inefficient designs. A unique design method must be developed for CFA piles to enhance their efficiency. Based on a database of load tests conducted on full-scale CFA piles within the same regions in Canada, the objectives of this research are to 1) derive a new design method for CFA piles; 2) develop a region-based RBD method for CFA piles; 3) promote the utilization of CFA piles in the development of transportation infrastructure in Canada.
Program
Alliance Grants
Recipient
Location
Ontario, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data
As published
Application id
585953-2023
Name nom
Liu, Jinyuan JY
Department département
Civil Engineering
Organization id
43
Institution établissement
Toronto Metropolitan University
Province en
Ontario
Province fr
Ontario
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2024
Competition year année de concours
2023
Award amount
25000
Program id
ALLRP
Program name en
Alliance Grants
Program name fr
Subventions Alliance
Group en
RESEARCH PARTNERSHIPS
Group fr
PARTENARIATS DE RECHERCHE
Committee code
96
Committee name en
RPP Internal Decision Cttee
Committee name fr
Cté de décision interne - PPR
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
1000
Research subject group en
Civil engineering
Research subject group fr
Génie civil
Research subject en
Civil engineering
Research subject fr
Génie civil
Field of research list names en
Not available
Field of research list names fr
Non disponible
Socioeconomic objective list names en
Not available
Socioeconomic objective list names fr
Non disponible
Application title
Develop a reliability-based design method for CFA piles from region-based pile load test data
Keywords
auger cast-in-place piles; code calibration; continuous flight auger piles; inverse analysis; limit state design; load resistance factor design; monte carlo simulation; pile load test; probability analysis; reliability-based design
Application summary
This proposed research is to develop a reliability-based design (RBD) method for continuous flight augercast (CFA) piles using pile load test results collected within the same regions in Canada. CFA piles, or auger cast-in-place piles, are installed by drilling and concreting/grouting in one pass. CFA piles have become increasingly popular in many regions of the world because of their many advantages, including rapid installation, suitability for most soils, material saving, negligible vibration and noise, and less ground loosening. CFA piles have also been successfully applied in Canadian commercial and public projects. However, this technique has rarely been applied in developing transportation structures in Canada. This underutilization situation results from perceived difficulties in its quality control and a lack of an RBD method adopted in the design codes. Many studies found that the load-transfer behavior of a CFA pile shows significant differences from that of a drilled shaft due to its intrinsic installation differences. However, the design methods for drilled shafts are being applied directly to CFA piles, which easily leads to inefficient designs. A unique design method must be developed for CFA piles to enhance their efficiency. Based on a database of load tests conducted on full-scale CFA piles within the same regions in Canada, the objectives of this research are to 1) derive a new design method for CFA piles; 2) develop a region-based RBD method for CFA piles; 3) promote the utilization of CFA piles in the development of transportation infrastructure in Canada.