THREE-DIMENSIONAL METHOD OF CALCULATING THE STABILITY OF THREE-SLOPE EARTH STRUCTURES

SPOSOB PROSTRANSTVENNOGO RASCHETA USTOJCHIVOSTI OTKOSNYKH SOORUZHENIJ

Details are given of a method of calculating the stability of an embankment consisting of 1 frontal and 2 lateral slopes. In a transverse cross-section, it is assumed that the sliding line has the shape of a basin. (TRRL)

  • Corporate Authors:

    Consultants Bureau

    227 West 17th Street
    New York, NY  USA  10011
  • Authors:
    • Shapiro, D M
  • Publication Date: 1979

Language

  • Russian

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00312016
  • Record Type: Publication
  • Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
  • Report/Paper Numbers: N1
  • Files: ITRD, TRIS
  • Created Date: Oct 8 1980 12:00AM