Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling (2019)
- Authors:
- Autor USP: TSUHA, CRISTINA DE HOLLANDA CAVALCANTI - EESC
- Unidade: EESC
- DOI: 10.3233/STAL190076
- Subjects: ANCORAGEM; AREIA; GEOTECNIA
- Language: Inglês
- Imprenta:
- Publisher: ISSMGE
- Publisher place: London, United Kingdom
- Date published: 2019
- Source:
- Título do periódico: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges
- Conference titles: Pan-American Conference on Soil Mechanics and Geotechnical Engineering
- Este periódico é de acesso aberto
- Este artigo NÃO é de acesso aberto
-
ABNT
SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, Luc. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling. Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Tradução . London, United Kingdom: ISSMGE, 2019. . Disponível em: https://doi.org/10.3233/STAL190076. Acesso em: 03 jun. 2024. -
APA
Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2019). Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling. In Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE. doi:10.3233/STAL190076 -
NLM
Schiavon JA, Tsuha C de HC, Thorel L. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 jun. 03 ] Available from: https://doi.org/10.3233/STAL190076 -
Vancouver
Schiavon JA, Tsuha C de HC, Thorel L. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 jun. 03 ] Available from: https://doi.org/10.3233/STAL190076 - Análise da influência da geometria da ponta do pilão na compactação de colunas utilizadas para melhoramento de solos
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Informações sobre o DOI: 10.3233/STAL190076 (Fonte: oaDOI API)
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