EN FR

The influence of pile diameter on the relationship between the unit shaft friction of bored piles in sand and the CPT end resistance

Le Doan, Barry M Lehane

In the proceedings of: GeoVancouver 2016: 69th Canadian Geotechnical Conference

Session: FOUNDATION DESIGN - VI Soil-Structure Interaction

Submit a Data Update Form for this paper
Please include this code when submitting a data update via other methods: GEO2016_3816

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:
Doan, Le, Lehane, Barry M (2016) The influence of pile diameter on the relationship between the unit shaft friction of bored piles in sand and the CPT end resistance in GEO2016. Ottawa, Ontario: Canadian Geotechnical Society.

@inproceedings{Doan_GEO2016_3816, author = {{Doan, Le}, {Lehane, Barry M}}
title = {The influence of pile diameter on the relationship between the unit shaft friction of bored piles in sand and the CPT end resistance}
booktitle = {Proceedings of the 69th Canadian Geotechnical Conference}
year = {2016}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
Abstracts are Copyright © the Authors and used with permission. Online database Copyright © 2026 The Canadian Geotechnical Society. All rights reserved.