COMPARISON OF PILE CAPACITY ESTIMATED BY SIGNAL MATCHING (CAPWAP®), ICAP® AND CASE METHOD OF DRIVEN STEEL PILES INSTALLED AT AN INDUSTRIAL SITE NEAR EDMONTON, ALBERTA
Renato Clementino, Robin Tweedie, Yonggeng Ye
In the proceedings of: GeoQuébec 2015: 68th Canadian Geotechnical Conference & 7th Canadian Permafrost ConferenceSession: Foundations II / Fondations II
Please include this code when submitting a data update: GEO2015_604
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Clementino, Renato, Tweedie, Robin, Ye, Yonggeng (2015) COMPARISON OF PILE CAPACITY ESTIMATED BY SIGNAL MATCHING (CAPWAP®), ICAP® AND CASE METHOD OF DRIVEN STEEL PILES INSTALLED AT AN INDUSTRIAL SITE NEAR EDMONTON, ALBERTA in GEO2015. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Clementino_GEO2015_604,
author = {{Clementino, Renato}, {Tweedie, Robin}, {Ye, Yonggeng}}
title = {COMPARISON OF PILE CAPACITY ESTIMATED BY SIGNAL MATCHING (CAPWAP®), ICAP® AND CASE METHOD OF DRIVEN STEEL PILES INSTALLED AT AN INDUSTRIAL SITE NEAR EDMONTON, ALBERTA}
booktitle = {Proceedings of the 68th Canadian Geotechnical Conference & 7th Canadian Permafrost Conference}
year = {2015}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {COMPARISON OF PILE CAPACITY ESTIMATED BY SIGNAL MATCHING (CAPWAP®), ICAP® AND CASE METHOD OF DRIVEN STEEL PILES INSTALLED AT AN INDUSTRIAL SITE NEAR EDMONTON, ALBERTA}
booktitle = {Proceedings of the 68th Canadian Geotechnical Conference & 7th Canadian Permafrost Conference}
year = {2015}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }