THE APPLICATION OF RANDOM ANALYSIS ON STABILITY OF REINFORCED SOIL SLOPES

Based on the random analysis of the stability of reinforced soil slopes, a limit state equation and a solution to the equation is presented. By case study, the comparison of definite analysis against random analysis of reinforced soil slopes is discussed, together with the regularities and the effect factors of random analysis.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/10074112
• Corporate Authors:

  EDITORIAL DEPARTMENT OF JOURNAL OF CHONGQING JIAOTONG INSTITUTE

  NO.66 JIAOYUAN AVENUE, NANAN DISTRICT
  CHONGQING,   China  400074
• Authors:
  • WENXUE, W U
• Publication Date: 1999-3

Language

• English

Media Info

• Features: References;
• Pagination: p. 104-112
• Serial:
  • JOURNAL OF CHONGQING JIAOTONG UNIVERSITY
  • Volume: 18
  • Issue Number: 1
  • Publisher: CHONGQING JIAOTONG UNIVERSITY
  • ISSN: 1007-4112

Subject/Index Terms

• TRT Terms: Mathematical analysis; Mechanically stabilized earth; Slopes; Stability (Mechanics)
• ITRD Terms: 6471: Analysis (math); 3349: Reinforced earth; 2831: Slope (terrain); 5930: Stability
• Subject Areas: Geotechnology;

Filing Info

• Accession Number: 00779063
• Record Type: Publication
• Source Agency: Transport Research Centre (CDV)
• Files: ITRD
• Created Date: Dec 7 1999 12:00AM