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REVISITING GEOTECHNICAL RESISTANCE FACTOR FOR THE ULTIMATE BEARING CAPACITY OF DRIVEN PRECAST PRESTRESSED CONCRETE HEXAGONAL PILES IN WINNIPEG USING PDA TEST DATA

Reza Jamshidi Chenari, Gil Robinson, Michael Van Helden, Jagdeep Sidhu

In the proceedings of: GeoManitoba 2025: 78th Canadian Geotechnical Conference & 9th Canadian Permafrost Conference

Session: Soil Mechanics & Foundations 4

Please include this code when submitting a data update: GEO2025_185

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Cite this article:
Chenari, Reza Jamshidi, Robinson, Gil, Helden, Michael Van, Sidhu, Jagdeep (2025) REVISITING GEOTECHNICAL RESISTANCE FACTOR FOR THE ULTIMATE BEARING CAPACITY OF DRIVEN PRECAST PRESTRESSED CONCRETE HEXAGONAL PILES IN WINNIPEG USING PDA TEST DATA in GEO2025. Ottawa, Ontario: Canadian Geotechnical Society.

@inproceedings{Chenari_GEO2025_185, author = {{Chenari, Reza Jamshidi}, {Robinson, Gil}, {Helden, Michael Van}, {Sidhu, Jagdeep}}
title = {REVISITING GEOTECHNICAL RESISTANCE FACTOR FOR THE ULTIMATE BEARING CAPACITY OF DRIVEN PRECAST PRESTRESSED CONCRETE HEXAGONAL PILES IN WINNIPEG USING PDA TEST DATA }
booktitle = {Proceedings of the 78th Canadian Geotechnical Conference & 9th Canadian Permafrost Conference}
year = {2025}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }