Stress paths measured around a cyclically loaded pile in a calibration chamber (2010)
- Authors:
- Autor USP: TSUHA, CRISTINA DE HOLLANDA CAVALCANTI - EESC
- Unidade: EESC
- Subjects: FUNDAÇÕES POR ESTACAS; FUNDAÇÕES PROFUNDAS
- Language: Inglês
- Imprenta:
- Publisher: Taylor & Francis Group
- Publisher place: London
- Date published: 2010
- ISBN: 9780415592888
- Source:
- Título do periódico: Physical modelling in geotechniques
-
ABNT
FORAY, Pierre Y. et al. Stress paths measured around a cyclically loaded pile in a calibration chamber. Physical modelling in geotechniques. Tradução . London: Taylor & Francis Group, 2010. . . Acesso em: 15 maio 2024. -
APA
Foray, P. Y., Tsuha, C. de H. C., Silva, M., Jardine, R. J., & Zhongxuan, Y. (2010). Stress paths measured around a cyclically loaded pile in a calibration chamber. In Physical modelling in geotechniques. London: Taylor & Francis Group. -
NLM
Foray PY, Tsuha C de HC, Silva M, Jardine RJ, Zhongxuan Y. Stress paths measured around a cyclically loaded pile in a calibration chamber. In: Physical modelling in geotechniques. London: Taylor & Francis Group; 2010. [citado 2024 maio 15 ] -
Vancouver
Foray PY, Tsuha C de HC, Silva M, Jardine RJ, Zhongxuan Y. Stress paths measured around a cyclically loaded pile in a calibration chamber. In: Physical modelling in geotechniques. London: Taylor & Francis Group; 2010. [citado 2024 maio 15 ] - Comparação entre provas de carga e métodos de cálculo de capacidade de carga à tração de estacas helicoidais
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