DESIGN OF FOUNDATIONS, ANCHORED IN UNFROZEN GROUND, TO RESIST HEAVING FORCES

A PROPOSAL IS MADE FOR THE DESIGN OF ANCHOR FOOTINGS TO RESIST HEAVING. THE PROPOSAL USES TWO LIMIT STATES: DEFORMATION LIMIT AND STRENGTH LIMIT. A NUMERICAL EXAMPLE IS INCLUDED. /TRRL/

  • Corporate Authors:

    National Research Council, Ottawa /Can

    ,    
  • Authors:
    • Solov'ev, Y I
    • Puskov, V I
  • Publication Date: 1970

Media Info

  • Features: Figures; References;
  • Pagination: p. 10

Subject/Index Terms

Filing Info

  • Accession Number: 00237666
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: TRIS
  • Created Date: Jun 28 1972 12:00AM