SciELO - Scientific Electronic Library Online

 
vol.76 número159STABILITY AND SECOND-ORDER ANALYSIS OF TIMOSHENKO BEAM-COLUMN STRUCTURES WITH SEMIRIGID CONECTIONS: SLOPE-DEFLECTION METHODBEAM SHEAR TEST OF STRUCTURAL SELF-COMPACTING CONCRETE índice de autoresíndice de assuntospesquisa de artigos
Home Pagelista alfabética de periódicos  

Serviços Personalizados

Journal

Artigo

Indicadores

Links relacionados

  • Em processo de indexaçãoCitado por Google
  • Não possue artigos similaresSimilares em SciELO
  • Em processo de indexaçãoSimilares em Google

Compartilhar


DYNA

versão impressa ISSN 0012-7353versão On-line ISSN 2346-2183

Resumo

GAVIRIA, CARLOS ANDRES; GOMEZ, DANIEL  e  THOMSON, PETER. EVALUATION OF THE INTEGRITY OF DEEP FOUNDATIONS: ANALYSIS AND IN SITU VERIFICATION. Dyna rev.fac.nac.minas [online]. 2009, vol.76, n.159, pp.23-33. ISSN 0012-7353.

Deep foundations are widely used for structures - bridges, dams, docks and buildings - located at sites with poor soil conditions at shallow depth. Due to the extensive use of deep foundations, the need has arisen for evaluating the structural integrity of these types of foundations posterior to their installation. A variety of non-destructive testing methods have been proposed and implemented for assessing the condition of deep foundations, but the PIT (pile integrity test) remains one of the more popular methods due to its relatively low cost and the short time involved in conducting such a test. This article describes some of the general aspects of the PIT and a specific application of this test on eleven piles at a construction site near the city of Palmira, Colombia . Structural problems were identified in two of the eleven piles and posterior excavations of these two piles proved the effectiveness of the PIT for assessing the structural integrity of deep foundations.

Palavras-chave : Integrity Test; PIT; Deep foundations; Piles.

        · resumo em Espanhol     · texto em Espanhol     · Espanhol ( pdf )

 

Creative Commons License Todo o conteúdo deste periódico, exceto onde está identificado, está licenciado sob uma Licença Creative Commons