BEARING CAPACITY OF TUBULAR PILES (WITHOUT TIP) DRIVEN BY VIBRATION IN COMPRESSIBLE SOIL

NESUSHCHAYA SPOSOBNOST' SVAJ-OBOLOCHEK, POGRUZHENNYKH V SLABYE GRUNTY

Results are presented of loading tests (vertical and horizontal loads) carried out on two real reinforced concrete piles, 1,6 M in diameter driven 15,5 and 23,5 M in saturated alluvial soil. It is shown that it is possible during the last stages of driving, to adopt a driving speed higher than that recommended in snip III-9-74 regulations. (TRRL)

  • Corporate Authors:

    Consultants Bureau

    227 West 17th Street
    New York, NY  USA  10011
  • Authors:
    • Gugutsidze, G N
    • Ryzhenko, A P
  • Publication Date: 1978

Language

  • Russian

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00309197
  • Record Type: Publication
  • Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
  • Files: ITRD, TRIS
  • Created Date: May 21 1980 12:00AM