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1
Efficiency in standard penetration test
Efficiency in standard penetration test
Material Type:
Artigo de Congresso 		Adicionar ao Meu Espaço

Efficiency in standard penetration test

Juliana Azoia Lukiantchuki G. P Bernardes; Edmundo Rogério Esquivel; European Conference on Soil Mechanics and Geotechnical Engineering (16. : 2015 : Edinburgh, UK)

Proceedings Edinburgh, UK : ICE Publishing, 2015

Edinburg, UK ICE Publishing 2015

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-024218 )(Acessar)

2
Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results
Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results
Material Type:
Artigo de Congresso 		Adicionar ao Meu Espaço

Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results

Nelson Aoki José Carlos Angelo Cintra; Edmundo Rogério Esquivel; Luiz Russo Neto; International Prediction Event on the Behaviour of Bored, CFA and Driven Piles - ISC'2 Experimental Site (2nd. : 2003 : Porto, Portugal)

Proceedings Porto, Portugal, 2003

Porto, Portugal 2003

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-025636 )(Acessar)

3
Application of two-dimensional photoelastic analysis to the study of helical anchors
Application of two-dimensional photoelastic analysis to the study of helical anchors
Material Type:
Artigo de Congresso 		Adicionar ao Meu Espaço

Application of two-dimensional photoelastic analysis to the study of helical anchors

José Antonio Schiavon Cristina de Hollanda Cavalcanti Tsuha; Edmundo Rogério Esquivel; International Geotechnical Symposium on Helical Foundations (1. : 2013 : Amherst, MA, USA)

Proceedings Amherst, MA, USA : University of Massachusetts, 2013

Amherst, MA, USA University of Massachusetts 2013

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-022193 )(Acessar)

4
Interpretation of force and acceleration signals during hammer impact in ST tests
Interpretation of force and acceleration signals during hammer impact in ST tests
Material Type:
Artigo de Congresso 		Adicionar ao Meu Espaço

Interpretation of force and acceleration signals during hammer impact in ST tests

Juliana Azoia Lukiantchuki Edmundo Rogério Esquivel; George de Paula Bernardes; Canadian Geotechnical Conference (64. : 2011 : Toronto, Canada); Pan-American Conference on Soil Mechanics and Geotechnical Engineering (14. : 2011 : Toronto, Canada)

Proceedings Canada : Canadian Geotechnical Society, 2011

Canada Canadian Geotechnical Society 2011

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-022196 )(Acessar)

5
SPT sampler static penetration resistance in the case of a sandy soil
SPT sampler static penetration resistance in the case of a sandy soil
Material Type:
Artigo de Congresso 		Adicionar ao Meu Espaço

SPT sampler static penetration resistance in the case of a sandy soil

Nelson Aoki Edmundo Rogério Esquivel; L. F. S Neves; José Carlos Angelo Cintra; International Conference on Soil Mechanics and Geotechnical Engineering (16. : 2005 : Osaka, Japan)

Proceedings Amsterdam : IOS Press, 2005

Amsterdam, Netherlands IOS Press 2005

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-022200 )(Acessar)

6
Development of a new TDR probe for assessing the soil water content at different depths
Development of a new TDR probe for assessing the soil water content at different depths
Material Type:
Artigo de Congresso 		Adicionar ao Meu Espaço

Development of a new TDR probe for assessing the soil water content at different depths

Edmundo Rogério Esquivel C M P Vaz; International Conference on Soil Mechanics and Geotechnical Engineering (17. : 2009 : Alexandria, Egypt)

Proceedings Amsterdam : IOS Press, 2009

Amsterdam, Netherlands IOS Press 2009

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-022199 )(Acessar)

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