The theory developed in part I of this paper (IRRD no. 239644) is extended to apply to the consolidation of horizontally layered soils under both axially symmetric and general surface loading. The method again leads to a considerable reduction in the amount of core storage necessary for computer solution and can be implemented on a mini - computer (A).

  • 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: 1979-11

Media Info

  • Features: Figures; References; Tables;
  • Pagination: 39 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00316363
  • Record Type: Publication
  • Source Agency: ARRB
  • Report/Paper Numbers: Res Rpt 358 Monograph
  • Files: ITRD, TRIS, ATRI
  • Created Date: Sep 16 1980 12:00AM