RIGID-PLASTIC FINITE ELEMENT METHOD FOR FRICTIONAL MATERIALS

The rigid-plastic finite element method for frictional materials is developed and a stress-strain rate relation for rigid plastic materials of the drucker-prager type, under the assumption of the associated flow rule, is derived. It is convenient in the derivation to decompose the stress into two components which are similar to the mean and deviatoric ones in case of materials of the von mises type. The materials with a relatively high internal friction angle, however, show a somewhat unreasonable velocity field due to the excessive effect of the dilatancy. Therefore, a numerical technique for the non-associated flow rule to reduce such an effect is developed. It is found that the dilatancy angle also influences the bearing capacity of the soil structure.

  • Availability:
  • Corporate Authors:

    Japanese Society of Soil Mech & Foundation Engrs

    Tokyo,   Japan 

    ENGINEERING

    SUGAYAMA BUILDING 4F, KANDA AWAJICHO 2-23, CHIYODA-KU
    Tokyo 101,   Japan 

    ENGINEERING

    SUGAYAMA BUILDING 4F, KANDA AWAJICHO 2-23, CHIYODA-KU
    Tokyo 101,   Japan 
  • Authors:
    • TAMURA, T
    • Kobayashi, S
    • SUMI, T
  • Publication Date: 1987-9

Language

  • English

Media Info

  • Pagination: p. 1-12
  • Serial:
    • SOILS AND FOUNDATIONS
    • Volume: 27
    • Issue Number: 3
    • Publisher: JAPANESE GEOTECHNICAL SOCIETY
    • ISSN: 0038-0806

Subject/Index Terms

Filing Info

  • Accession Number: 00487412
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Sep 30 1989 12:00AM