DETERMINATION OF THE LIMIT INCLINATION FILTERED SLOPES (IN GERMAN)

THE STRUCTURE OF THE LIMIT INCLINATION OF SLOPES IS DETERMINED BEGINNING WITH THE PROBLEM OF DETERMINING THE LIMIT INCLINATION OF FILTERED SOILS BY MEANS OF SOBOLEWSKIJ'S NUMERICAL METHOD FOR INTEGRATING DIFFERENTIAL EQUATIONS. THE LOWER PART OF THE SLOPE CAN BE FILTERED, WHERE THE SOIL ABOVE THE SATURATION LINE IS REGARDED AS ANOTHER LAYER HAVING DIFFERENT SOIL COEFFICIENTS. DIFFERENTIAL EQUATIONS ARE PRESENTED FOR CALCULATING THE EQUILIBRIA ABOVE AND BELOW THE SATURATION LINE, AND THE CALCULATIONS ARE APPLIED TO THREE CASES. THE ARTICLE IS SUPPLEMENTED BY A DRAWING OF THE EQUALLY-STABLE LIMIT CONTOURS OF THE SLOPE WITH VERTICAL PART AND A NETWORK OF THE LINES OF SLIDING FOR THE SLOPES IN THE UNFILTERED PART. /FG/RRL/

  • Supplemental Notes:
    • pp 179-184, 4 PHOT
  • Corporate Authors:

    Danube-euro Conf Soil Mech In Rd Constr

    ,    
  • Authors:
    • Sobolewskij, J
  • Publication Date: 0

Subject/Index Terms

Filing Info

  • Accession Number: 00234717
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Aug 3 1970 12:00AM