Assessment of Geotechnical Ultimate Limit State Design of Piles Subjected to Negative Skin Friction Using Static Analysis
Sepehr Chalajour, James A. Blatz, Kent Bannister
In the proceedings of: 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
Access this article:
Canadian Geotechnical Society members can access to this article, along with all other Canadian Geotechnical Conference proceedings, in the Member Area. Conference proceedings are also available in many libraries.
Cite this 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} }