The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil (2013)
- Authors:
- USP affiliated authors: TSUHA, CRISTINA DE HOLLANDA CAVALCANTI - EESC ; SANCHEZ, LOANA HENRIQUEZ - EESC ; SANTOS FILHO, JOÃO MANOEL SAMPAIO MATHIAS DOS - EESC ; SANTOS, THIAGO DA COSTA - EESC
- Unidade: EESC
- Subjects: SOLO TROPICAL; ANCORAGEM; GEOTECNIA
- Language: Inglês
- Imprenta:
- Publisher: University of Massachusetts
- Publisher place: Amherst, MA, USA
- Date published: 2013
- Source:
- Título do periódico: Proceedings
- Conference titles: International Geotechnical Symposium on Helical Foundations
-
ABNT
HENRIQUEZ SANCHEZ, Loana et al. The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil. 2013, Anais.. Amherst, MA, USA: University of Massachusetts, 2013. Disponível em: https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf. Acesso em: 23 abr. 2024. -
APA
Henriquez Sanchez, L., Santos Filho, J. M. S. M. dos, Santos, T. da C., & Tsuha, C. de H. C. (2013). The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil. In Proceedings. Amherst, MA, USA: University of Massachusetts. Recuperado de https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf -
NLM
Henriquez Sanchez L, Santos Filho JMSM dos, Santos T da C, Tsuha C de HC. The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil [Internet]. Proceedings. 2013 ;[citado 2024 abr. 23 ] Available from: https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf -
Vancouver
Henriquez Sanchez L, Santos Filho JMSM dos, Santos T da C, Tsuha C de HC. The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil [Internet]. Proceedings. 2013 ;[citado 2024 abr. 23 ] Available from: https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf - Evaluation of two alternative solutions to improve the performance of helical anchors
- Uplift performance of large-capacity helical piles in a tropical residual soil
- Distribuição de torque resistido ao longo de estaca helicoidal durante a instalação
- The use of CPT to evaluate the effect of helical pile installation in tropical soils
- Uplift performance of helical piles with cement injection in residual soils
- The occurrence of residual stresses in helical piles
- Helical piles with cement injection in medium dense sand
- A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil
- Efeito da configuração das hélices na capacidade de carga à tração de estacas metálicas helicoidais em solo tropical
- A new experimental procedure to investigative the torque correlation factor of helical anchors
Download do texto completo
Tipo | Nome | Link | |
---|---|---|---|
trabalho 36 - The influe... |
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas