Experimental stress analysis in helical pile foundations by the photoelastic method (2014)
- Authors:
- USP affiliated authors: TSUHA, CRISTINA DE HOLLANDA CAVALCANTI - EESC ; ESQUIVEL, EDMUNDO ROGERIO - EESC ; SCHIAVON, JOSÉ ANTONIO - EESC
- Unidade: EESC
- Subjects: GEOTECNIA; FUNDAÇÕES POR ESTACAS; TENSÃO ESTRUTURAL
- Language: Inglês
- Imprenta:
- Publisher: Taylor & Francis
- Publisher place: London, United Kingdom
- Date published: 2014
- Source:
- Título: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014)
- Volume/Número/Paginação/Ano: 1366 p
- Conference titles: International Conference on Physical Modelling in Geotechnics - ICPMG2014
-
ABNT
SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e ESQUIVEL, Edmundo Rogério. Experimental stress analysis in helical pile foundations by the photoelastic method. CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). Tradução . London, United Kingdom: Taylor & Francis, 2014. . Disponível em: https://repositorio.usp.br/directbitstream/f88067b6-19bc-46a7-83a9-2c640f09aefe/Schiavonetal-HelicalAnchors_rev%20%281%29_removed.pdf. Acesso em: 04 out. 2024. -
APA
Schiavon, J. A., Tsuha, C. de H. C., & Esquivel, E. R. (2014). Experimental stress analysis in helical pile foundations by the photoelastic method. In CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis. Recuperado de https://repositorio.usp.br/directbitstream/f88067b6-19bc-46a7-83a9-2c640f09aefe/Schiavonetal-HelicalAnchors_rev%20%281%29_removed.pdf -
NLM
Schiavon JA, Tsuha C de HC, Esquivel ER. Experimental stress analysis in helical pile foundations by the photoelastic method [Internet]. In: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis; 2014. [citado 2024 out. 04 ] Available from: https://repositorio.usp.br/directbitstream/f88067b6-19bc-46a7-83a9-2c640f09aefe/Schiavonetal-HelicalAnchors_rev%20%281%29_removed.pdf -
Vancouver
Schiavon JA, Tsuha C de HC, Esquivel ER. Experimental stress analysis in helical pile foundations by the photoelastic method [Internet]. In: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis; 2014. [citado 2024 out. 04 ] Available from: https://repositorio.usp.br/directbitstream/f88067b6-19bc-46a7-83a9-2c640f09aefe/Schiavonetal-HelicalAnchors_rev%20%281%29_removed.pdf - Application of two-dimensional photoelastic analysis to the study of helical anchors
- Estudo de caso de fundações por estacas helicoidais instaladas em solo tropical residual
- Centrifuge modelling of a helical anchor under different cyclic loading conditions in sand
- Monotonic, cyclic and post-cyclic performances of single-helix anchor in residual soil of sandstone
- Cyclic and post-cyclic monotonic response of a single-helix anchor in sand
- Modelagem em centrífuga de ancoragem helicoidal de uma hélice subetida a carregamentos cíclicos de tração
- Centrifuge investigation of the cyclic loading effect on the post-cyclic monotonic performance of a single-helix anchor in sand
- Physical modelling of a single-helix anchor in sand under cyclic loading
- Scale effect in centrifuge tests of helical anchors in sand
- The occurrence of residual stresses in helical piles
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