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
Dans les comptes rendus d’articles de la conférence: GeoManitoba 2025: 78th Canadian Geotechnical Conference & 9th Canadian Permafrost ConferenceSession: Soil Mechanics & Foundations 4
Please include this code when submitting a data update: GEO2025_185
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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} }
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} }