FINITE DEFORMATION OF AN ELASTO-PLASTIC SOIL

Presented in this paper is a formulation and a numerical solution method for problems which involve finite deformations of an elasto-plastic material. The governing equations are cast in rate form and the constitutive laws are formulated in a frame indifferent manner. Particular reference is made to the finite deformation of soil. Plastic failure is described by a general yield condition and plastic deformation by an arbitrary flow rule. Several example problems are treated numerically.(a) /TRRL/

  • Corporate Authors:

    University of Sydney

    School of Civil Engineering, Parramatta Road
    Sydney, New South Wales  Australia  2006
  • Authors:
    • Carter, J P
    • BOOKER, J R
    • Davis, E H
  • Publication Date: 1976-3

Media Info

  • Features: Figures; References;
  • Pagination: 37 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00142446
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Res. Rpt. No. R285 Monograph
  • Files: ITRD, TRIS
  • Created Date: Jul 19 1977 12:00AM