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Bispo, Malcom Barbosa, Tsuha, Cristina de Hollanda Cavalcanti (2022) Corrosion evaluation of helical steel piles in unsaturated tropical soils: a case study. Canadian Geotechnical Journal, 59 (5) 773-782 doi:10.1139/cgj-2020-0720

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Reference TypeJournal (article/letter/editorial)
TitleCorrosion evaluation of helical steel piles in unsaturated tropical soils: a case study
JournalCanadian Geotechnical Journal
AuthorsBispo, Malcom BarbosaAuthor
Tsuha, Cristina de Hollanda CavalcantiAuthor
Year2022 (May)Volume59
Issue5
PublisherCanadian Science Publishing
DOIdoi:10.1139/cgj-2020-0720Search in ResearchGate
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Mindat Ref. ID15394711Long-form Identifiermindat:1:5:15394711:9
GUID0
Full ReferenceBispo, Malcom Barbosa, Tsuha, Cristina de Hollanda Cavalcanti (2022) Corrosion evaluation of helical steel piles in unsaturated tropical soils: a case study. Canadian Geotechnical Journal, 59 (5) 773-782 doi:10.1139/cgj-2020-0720
Plain TextBispo, Malcom Barbosa, Tsuha, Cristina de Hollanda Cavalcanti (2022) Corrosion evaluation of helical steel piles in unsaturated tropical soils: a case study. Canadian Geotechnical Journal, 59 (5) 773-782 doi:10.1139/cgj-2020-0720
In(2022, May) Canadian Geotechnical Journal Vol. 59 (5) Canadian Science Publishing

See Also

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Tsuha, Cristina de Hollanda Cavalcanti, dos Santos Filho, João Manoel Sampaio Mathias, Santos, Thiago da Costa (2016) Helical piles in unsaturated structured soil: a case study. Canadian Geotechnical Journal, 53 (1). 103-117 doi:10.1139/cgj-2015-0017
Santos Filho, João M.S.M. Dos, Tsuha, Cristina de Hollanda Cavalcanti (2020) Uplift performance of helical piles with cement injection in residual soils. Canadian Geotechnical Journal, 57 (9) 1335-1355 doi:10.1139/cgj-2019-0317
Zacarin, João Gabriel Mercio Xavier, da Silva, Bruno Oliveira, Tsuha, Cristina de Hollanda Cavalcanti, Vilar, Orêncio Monje (2024) Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study. Canadian Geotechnical Journal, 61 (1) 134-148 doi:10.1139/cgj-2022-0102
da Silva, Diego Moreira, Tsuha, Cristina de Hollanda Cavalcanti (2021) Experimental investigation on the installation and loading performance of model-scale deep helical piles in very dense sand. Canadian Geotechnical Journal, 58 (9) 1379-1395 doi:10.1139/cgj-2020-0317
Tsuha, Cristina de Hollanda Cavalcanti, Aoki, Nelson (2010) Relationship between installation torque and uplift capacity of deep helical piles in sand. Canadian Geotechnical Journal, 47 (6). 635-647 doi:10.1139/t09-128
Schiavon, José Antonio; Neme Gamarra, Mariano; Tsuha, Cristina de Hollanda Cavalcanti; Thorel, Luc (2025) Cyclic response of pre-failed and reinstalled single-helix piles in sand. Canadian Geotechnical Journal, 62. doi:10.1139/cgj-2023-0752
Spagnoli, Giovanni, Mendez Solarte, Carlos Mauricio, de Hollanda Cavalcanti Tsuha, Cristina, Oreste, Pierpaolo (2020) Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils. International Journal of Geotechnical Engineering, 14 (5) 569-579 doi:10.1080/19386362.2018.1452362
Pérez, Zorany Agudelo, Schiavon, José Antonio, Tsuha, Cristina de Hollanda Cavalcanti, Dias, Daniel, Thorel, Luc (2018) Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand. Canadian Geotechnical Journal, 55 (8). 1067-1080 doi:10.1139/cgj-2017-0137
Zhang, Jiamin, Dias, Daniel, Pan, Qiujing, Ma, Chunjing, Tsuha, Cristina de Hollanda Cavalcanti (2022) Long-Term Thermo-Hydraulic Numerical Assessment of Thermo-Active Piles—A Case of Tropical Soils. Applied Sciences, 12 (15) 7653 doi:10.3390/app12157653
Spagnoli, Giovanni, de Hollanda Cavalcanti Tsuha, Cristina (2020) A review on the behavior of helical piles as a potential offshore foundation system. Marine Georesources & Geotechnology, 38 (9) 1013-1036 doi:10.1080/1064119x.2020.1729905
Dos Santos Filho, João M. S. M., DA Silva Oliveira Morais, Thaise, DE Hollanda Cavalcanti Tsuha, Cristina (2023) Helical piles with cement injection in medium dense sand. International Journal of Geotechnical Engineering, 17 (4) 352-362 doi:10.1080/19386362.2023.2250200
 
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