FINITE ELEMENT ANALYSIS OF PRIMARY AND SECONDARY CONSOLIDATION

In this paper a finite element formulation for a two phase soil with a viscoelastic skeleton is developed. A method of integration is proposed which considerably reduces the body of hereditary information necessary to carry forward the solution and it is shown that under certain circumstances this integration method is unconditionally stable.(a) /TRRL/

  • Corporate Authors:

    University of Sydney

    School of Civil Engineering, Parramatta Road
    Sydney, New South Wales  Australia  2006
  • Authors:
    • BOOKER, J R
    • Small, J C
  • Publication Date: 1976-3

Media Info

  • Features: Figures; References;
  • Pagination: 29 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00142445
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Res. Rpt. No. R284 Monograph
  • Files: ITRD, TRIS
  • Created Date: Jul 19 1977 12:00AM