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1
Lateral loading of a couple of piles in sand on a centrifugue
Lateral loading of a couple of piles in sand on a centrifugue
Material Type:
Artigo de Congresso 		Adicionar ao Meu Espaço

Lateral loading of a couple of piles in sand on a centrifugue

D Levacher J Garnier; José Carlos Angelo Cintra; International Conference on Foundations and Tunnels (2nd. : 1989 : Londres, England)

Proceedings Londres, England : University of Edinburgh, 1989

Londres, England University of Edinburgh 1989

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-024780 )(Acessar)

2
New interpretation of the dynamic loading curves for driven piles based on the energy approach
New interpretation of the dynamic loading curves for driven piles based on the energy approach
Material Type:
Artigo de Congresso 		Adicionar ao Meu Espaço

New interpretation of the dynamic loading curves for driven piles based on the energy approach

N Aoki José Carlos A Cintra; International Symposium on Recent Developments in Soil and Pavement Mechanics (1997 Rio de Janeiro)

Proceedings Rotterdam : Balkema, 1997

Rotterdam Balkema 1997

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-000400 )(Acessar)

3
Load distribution in bored pile groups
Load distribution in bored pile groups
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Load distribution in bored pile groups

R S Senna Junior José Carlos A Cintra; M E B Rezende; International Geotechnical Seminar on Deep Foundations in Bored and Auger Piles (2. 1993 Ghent)

Proceedings Roterdam : Balkema, 1993

Roterdam Balkema 1993

Item não circula. Consulte sua biblioteca.(Acessar)

4
Ulplift capacity of piles in collapsible soil
Ulplift capacity of piles in collapsible soil
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Ulplift capacity of piles in collapsible soil

N S Campelo José Carlos A Cintra; B J I Carneiro; Congreso Panamericano de Mecanica de Suelos e Ingenieria de Cimentaciones (10. 1995 Guadalajara)

Proceedings Guadalajara : Sociedade Mexicana de Mecanica de Suelos, 1995

Guadalajara Sociedade Mexicana de Mecanica de Suelos 1995

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-001304 )(Acessar)

5
Aspects of the bearing capacity of root piles in some Brazilian soils
Aspects of the bearing capacity of root piles in some Brazilian soils
Material Type:
Artigo de Congresso 		Adicionar ao Meu Espaço

Aspects of the bearing capacity of root piles in some Brazilian soils

D. Carvalho José Carlos A Cintra; International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles (2. 1993 Ghent)

Proceedings Rotterdam : Balkema, 1993

Rotterdam Balkema 1993

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-001500 )(Acessar)

6
Analysis of dynamic load tests on steel rails piles
Analysis of dynamic load tests on steel rails piles
Material Type:
Artigo de Congresso 		Adicionar ao Meu Espaço

Analysis of dynamic load tests on steel rails piles

F M A Lima José Carlos A Cintra; Nelson Aoki; International Conference on the Application of Stress-Wave Theory to Piles (6. 2000 Rotterdam)

Proceedings Rotterdam : Balkema, 2000

Rotterdam Balkema 2000

Item não circula. Consulte sua biblioteca.(Acessar)

7
Shallow foundations on collapsible soil improved by compaction
Shallow foundations on collapsible soil improved by compaction
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Shallow foundations on collapsible soil improved by compaction

A. Souza José Carlos A Cintra; Orêncio Monje Vilar; International Conference on Unsaturated Soils (1. 1995 Paris)

Proceedings Rotterdam : Balkema, 1995

Rotterdam Balkema 1995

Item não circula. Consulte sua biblioteca.(Acessar)

8
Soil-structure interaction analysis in soft clay layers
Soil-structure interaction analysis in soft clay layers
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Soil-structure interaction analysis in soft clay layers

J. H. C. Reis Nelson Aoki; José Carlos Angelo Cintra; International Conference on Deep Foundation Practice incorporating Piletalk (4th. : 1999 : Singapore)

Proceedings Singapore, 1999

Singapore 1999

Localização: EESC - Esc. Engenharia de São Carlos    (PROD-024395 )(Acessar)

9
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
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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)

10
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)

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