Assessment of Geotechnical Ultimate Limit State Design of Piles Subjected to Negative Skin Friction Using Static Analysis
Sepehr Chalajour, James A. Blatz, Kent Bannister
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_116
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Citer cet article:
Chalajour, Sepehr, Blatz, James A., Bannister, Kent (2025) Assessment of Geotechnical Ultimate Limit State Design of Piles Subjected to Negative Skin Friction Using Static Analysis in GEO2025. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Chalajour_GEO2025_116,
author = {{Chalajour, Sepehr}, {Blatz, James A.}, {Bannister, Kent}}
title = {Assessment of Geotechnical Ultimate Limit State Design of Piles Subjected to Negative Skin Friction Using Static Analysis}
booktitle = {Proceedings of the 78th Canadian Geotechnical Conference & 9th Canadian Permafrost Conference}
year = {2025}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {Assessment of Geotechnical Ultimate Limit State Design of Piles Subjected to Negative Skin Friction Using Static Analysis}
booktitle = {Proceedings of the 78th Canadian Geotechnical Conference & 9th Canadian Permafrost Conference}
year = {2025}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
