GENERALIZED SOLUTIONS OF AXIALLY AND LATERALLY LOADED PILES IN ELASTO-PLASTIC SOIL

THE SOIL-STRUCTURE INTERACTION PROBLEM CONCERNING THE RESPONSE OF INDIVIDUAL PILES TO EXTERNALLY APPLIED LOADS IS DISCUSSED. FOR ANY REALISTIC ANALYSIS OF THIS PROBLEM, IT IS ESSENTIAL TO TAKE INTO ACCOUNT BOTH THE ELASTIC AND PLASTIC PROPERTIES OF THE SOIL, AS BOTH THESE STATES OCCUR ALONG THE EMBEDDED LENGTH OF THE PILE. ANALYSIS AND RESULTS ARE PRESENTED FOR THE PROBLEM OF AXIALLY AND LATERALLY LOADED PILES, TAKING INTO ACCOUNT ELASTO-PLASTIC NATURE OF THE SOIL FOR BOTH COHESIVE AND COHESIONLESS SOILS. THE RESULTS INDICATE THAT THE FLEXURAL BEHAVIOUR OF LATERALLY AND AXIALLY LOADED PILE IN AN ELASTO-PLASTIC SOIL IS CONSIDERABLY INFLUENCED BY TYPE OF VARIATION OF PLASTIC RESISTANCE, SOIL MODULUS VARIATION AND THE BOUNDARY CONDITIONS AT THE TOP.

  • Availability:
  • Corporate Authors:

    Japanese Society of Soil Mech & Foundation Engrs

    Tokyo,   Japan 
  • Authors:
    • Valsangkar, A J
    • Kameswarar, AJNP
    • BASUDHAR, P K
  • Publication Date: 1973-12

Media Info

  • Features: Figures; References;
  • Pagination: p. 1-14
  • Serial:
    • SOILS AND FOUNDATIONS
    • Volume: 13
    • Issue Number: 4
    • Publisher: JAPANESE GEOTECHNICAL SOCIETY
    • ISSN: 0038-0806

Subject/Index Terms

Filing Info

  • Accession Number: 00081340
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Apr 8 1975 12:00AM