TWO DIMENSIONAL ANALYSIS OF A GROUP OF TAPERED PILES

THE PAPER PRESENTS AN ANALYSIS OF A GROUP OF TAPERED PILES SUBJECTED TO LOADING IN ONE PLANE, IN ORDER TO DETERMINE THE LOADS INDUCED IN INDIVIDUAL PILES. THE RESISTANCE OFFERED BY THE SOIL IS TAKEN INTO ACCOUNT BY ASSUMING THE VALIDITY OF THE SOIL MODULUS CONCEPT AND SOLUTIONS ARE PUT FORWARD FOR BOTH CONSTANT AND LINEARLY VARYING SOIL MODULI. ILLUSTRATIVE EXAMPLES ARE INCLUDED GIVING TYPICAL NUMERICAL RESULTS. /AUTHOR/

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 28-33
  • Serial:
    • Indian Concrete Journal
    • Volume: 46
    • Issue Number: 1
    • Publisher: Associated Cement Companies Limited
    • ISSN: 0019-4565

Subject/Index Terms

Filing Info

  • Accession Number: 00210002
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: TRIS
  • Created Date: Jun 19 1974 12:00AM