PROBABILISTIC EVALUATION OF LOADS

The loads that affect geotechnical designs are reviewed, characterizing the uncertainties in each load component. Probabilistic models for evaluating each component are examined. Whenever data are available, the level of variabilities and uncertainties associated with the effect of each component on the foundation is assessed. Satisfactory performance of a geotechnical system relies, in part, on a good understanding of the characteristics of the loads and environments to which the system is subjected. Uncertainties do exist in these factors. For dynamic loads due to earthquake excitation and wave action, both their magnitude and frequencies of occurrences over the expected duration of the system could not be known. The long-term stability of soil slope would also be dependent on stochastic fluctuation of the pore pressure due to seasonal variation and other temporal changes in the environment. (ASCE)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/3519342
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • TANG, W H
• Publication Date: 1981-3

Media Info

• Features: Appendices; Figures; References; Tables;
• Pagination: p. 287-304
• Serial:
  • Journal of Geotechnical and Geoenvironmental Engineering
  • Volume: 107
  • Issue Number: GT3
  • Publisher: American Society of Civil Engineers
  • ISSN: 1090-0241
  • Serial URL: http://ojps.aip.org/gto

Subject/Index Terms

• TRT Terms: Dynamic loads; Earthquakes; Elastic waves; Evaluation; Foundations; Geotechnical engineering; Loads; Mathematical models; Pore pressure; Probability; Seasons; Slope stability; Structural analysis; Uncertainty
• Uncontrolled Terms: Models; Probabilistic analysis; Seasonal variations
• Subject Areas: Data and Information Technology; Geotechnology; Highways; I42: Soil Mechanics;

Filing Info

• Accession Number: 00334014
• Record Type: Publication
• Report/Paper Numbers: ASCE 16100
• Files: TRIS
• Created Date: Sep 16 1981 12:00AM