DERIVATION OF AN EQUATION SYSTEM FOR THE MOVEMENTS OF A SATURATED NON-COHESIVE SOIL CONSIDERED AS A MULTI INGREDIENT MEDIUM /IN RUSSIAN/

A MATHEMATICAL CALCULATION MODEL IS BUILT FOR A SATURATED NON-COHESIVE SOIL CONSIDERED AS A TRIPLE-COMPONENT MEDIUM, IN WHICH THE SKELETON IS FORMED BY SOLID PARTICLES. IN THE MODEL, ACCOUNT IS TAKEN OF THE RELATIVE INTERPENETRATING MOVEMENTS OF THESE COMPONENTS AND OF THE ELASTO-PLASTIC PROPERTIES OF THE SOIL SKELETON. THE MODEL WAS BUILT FOR A GENERAL CASE OF INTENSIVE DISTURBANCES. WITH ASSUMPTIONS SIMPLIFYING THE MODEL, THE WELL-KNOWN MODELS OF G.M. LYAKHOV, YA I FRENKEL AND M.A. BIOT CAN BE BUILT. /LCPC(A)/RRL/

  • Supplemental Notes:
    • Vol 86, pp 236-245, 9 REF
  • Corporate Authors:

    Izvest Vniig Energ, Leningrad /Ussr

    ,    
  • Authors:
    • Eisler, L A
  • Publication Date: 1968

Subject/Index Terms

Filing Info

  • Accession Number: 00235026
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Sep 13 1971 12:00AM