Chapter
May 6, 2021
Comparison of Full and Partial Drilled Displacement Pile Capacity from Full-Scale Load Testing
Authors: Scott Jacobs, P.E. [email protected], and Jorge Malave [email protected]Author Affiliations
Publication: IFCEE 2021
ABSTRACT
Full drilled displacement piles (DDP) were selected for a project located in central new Jersey and a full-scale static load test was performed to confirm the piles could meet the design requirements. Due to higher than anticipated installation times, it was decided to change to a partial drilled displacement pile (PDDP) option prior to starting production pile installation. PDDP test piles were installed, and drill times reduced significantly. A single PDDP pile was dynamically tested to confirm the alternate pile type met the design capacity. Results of the capacity predictions will be compared to the load test results for both pile types.
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REFERENCES
ASTM 1143. Standard Test Method for Piles Under Static Compressive Load. American Society for Testing and Materials.
ASTM D3966. Standard Test Method for Piles Under Lateral Loads. American Society for Testing and Materials.
ASTM D3689. Standard Test Methods for Deep Foundations Under Static Axial Tensile Load. American Society for Testing and Materials.
FHWA GEC-8. (2007) “Design and Construction of Continuous Flight Auger (CFA) Piles,” Federal Highway Administration, Geotechnical Engineering Circular No. 8, April 2007.
NeSmith, W. M. (2002). “Static Capacity Analysis of Augered, Pressure-Injected Displacement Piles,” Geotechnical Special Publication No. 116, M. W. O’Neill and F. C. Townsend (Eds.), February, Vol. 1, p 1088-1097.
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© 2021 American Society of Civil Engineers.
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Published online: May 6, 2021
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1Keller North America, Berwyn, PA. Email: [email protected]
2Keller North America, Miami, FL. Email: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.