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  United States  10011
• Authors:
  • Shapiro, D M
• Publication Date: 1979

Language

• Russian

Media Info

• Features: Figures; References;
• Pagination: p. 11-13
• Serial:
  • Soil Mechanics & Foundation Engineering
  • Issue Number: 3
  • Publisher: N/A

Subject/Index Terms

• TRT Terms: Embankments; Information processing; Landslides; Mathematical models; Slope stability; Soil mechanics
• Old TRIS Terms: Computing
• ITRD Terms: 2801: Embankment; 4029: Landslide; 6473: Mathematical model; 5783: Slope stability; 5755: Soil mechanics; 9080: Three dimensional
• Subject Areas: Geotechnology; Highways;

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