A design approach for piles in langley clay based on PDA testing
Yen T Bui, John P Sully, Ender J Parra, Thomas E Sully
Dans les comptes rendus d’articles de la conférence: GEO2011: 64th Canadian Geotechnical Conference, 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, 5th Pan-American Conference on Teaching and Learning of Geotechnical EngineeringSession: Deep Foundations
RESUMEN: Mediciones con un sistema PDA fueron realizadas para 4 pilotes installados hasta 65 m de profundidad en una arcilla ligeramente sobreconsolidada. La capacidad axial de los pilotes fue determinada basada el el metodo API RP2A (2000). Se installaron los pilotes durante una semana y fueron hincado de nuevo a diferente periodos de espera de 5 a 30 dias para evaluar el incremento de capacidad axial con el tiempo. Se presenta un metodo de diseno para pilotes basado en los resultados
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Citer cet article:
Bui, Yen T, Sully, John P, Parra, Ender J, Sully, Thomas E (2011) A design approach for piles in langley clay based on PDA testing in GEO2011. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Bui_GEO2011_1010,
author = {{Bui, Yen T}, {Sully, John P}, {Parra, Ender J}, {Sully, Thomas E}}
title = {A design approach for piles in langley clay based on PDA testing }
booktitle = {Proceedings of the 64th Canadian Geotechnical Conference, 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, 5th Pan-American Conference on Teaching and Learning of Geotechnical Engineering}
year = {2011}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {A design approach for piles in langley clay based on PDA testing }
booktitle = {Proceedings of the 64th Canadian Geotechnical Conference, 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, 5th Pan-American Conference on Teaching and Learning of Geotechnical Engineering}
year = {2011}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }