Estimativa de cargas residuais obtidas na ponta de estacas cravadas em solos porosos

Stélio Maia Menezes; David de Carvalho; Paulo José Rocha de Albuquerque

doi:10.5433/1679-0375.2005v26n1p3

Estimate of the residual loads obtained in the end of piles driven in porous soils.

Authors

Stélio Maia Menezes Universidade Federal de Lavras
David de Carvalho Universidade Estadual de Campinas
Paulo José Rocha de Albuquerque Universidade Estadual de Campinas

DOI:

https://doi.org/10.5433/1679-0375.2005v26n1p3

Keywords:

Piles, Load tests, Porous soils.

Abstract

In the geotechnical engineering the study about the quantification of the residual loads in the pile end, after the end of the first loading of the load test attempt, highlighted some works on its interpretation in the curve load versus pile settlement. The construction of a mathematical model to study such a phenomenon is based on the Relations of Cambefort Precast-concrete piles were specially built for this research. They have special elements installed all along their length where the residual loads inlaid in the pile end region could be measured by means of deformation strain gauges.

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Author Biographies

Stélio Maia Menezes, Universidade Federal de Lavras

Doutor em Engenharia Civil, Professor Adjunto, Departamento de Engenharia, UFLA, Lavras-MG, (35) 38291387.

David de Carvalho, Universidade Estadual de Campinas

Pós-Doutor em Engenharia Civil, Professor Associado, Universidade Estadual de Campinas (UNICAMP), Campinas-SP.

Paulo José Rocha de Albuquerque, Universidade Estadual de Campinas

Doutor em Engenharia Civil, Professor Assistente Doutor, Universidade Estadual de Campinas (UNICAMP), Campinas-SP.

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Published

2005-07-15

How to Cite

Menezes, S. M., Carvalho, D. de, & Albuquerque, P. J. R. de. (2005). Estimate of the residual loads obtained in the end of piles driven in porous soils. Semina: Ciências Exatas E Tecnológicas, 26(1), 3–10. https://doi.org/10.5433/1679-0375.2005v26n1p3

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Issue

Vol. 26 No. 1 (2005)

Section

Original Article

License

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