Efficiency of Aggregate Piers to Reduce the Vertical and Lateral Stresses on Deep Foundation Units Due to Embankment Loadings
Alper Turan, Tony Sangiuliano, M Hesham El Naggar
Dans les comptes rendus d’articles de la conférence: GeoManitoba 2012: 65th Canadian Geotechnical ConferenceSession: W1B - Foundations IV
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Turan, Alper, Sangiuliano, Tony, Naggar, M Hesham El (2012) Efficiency of Aggregate Piers to Reduce the Vertical and Lateral Stresses on Deep Foundation Units Due to Embankment Loadings in GEO2012. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Turan_GEO2012_407,
author = {{Turan, Alper}, {Sangiuliano, Tony}, {Naggar, M Hesham El}}
title = {Efficiency of Aggregate Piers to Reduce the Vertical and Lateral Stresses on Deep Foundation Units Due to Embankment Loadings}
booktitle = {Proceedings of the 65th Canadian Geotechnical Conference}
year = {2012}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {Efficiency of Aggregate Piers to Reduce the Vertical and Lateral Stresses on Deep Foundation Units Due to Embankment Loadings}
booktitle = {Proceedings of the 65th Canadian Geotechnical Conference}
year = {2012}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
