Skip to search boxSkip to navigationSkip to main content

Incorporating reliability methods into geotechnical engineering practice

*Corresponding author for this work
  • University of Illinois Urbana-Champaign
Research Output:
Contribution to journal
Article
Peer-review

Abstract

Several factors of safety need to be introduced at various points in geotechnical engineering design dealing with uncertainty to provide a safety margin against failure. It should be noted that load and resistance factor design (LRFD) is one of the steps toward a probabilistic design process. The use of LRFD in geotechnical engineering is currently limited due to the wide variety of parameters, soil and geological conditions. Another limitation of using the well-known deterministic calculations or design methods is that of serviceability or performance. Serviceability is difficult to evaluate using deterministic methods. The use of a reliability method, in conjunction with the conventional design and analysis methods, offer several benefits such as probability of failure of each design option can be quantified or categorized in a semi-quantitative manner for comparison purposes. Another benefit is that the chances of poor performance or serviceability can be investigated.

Bibliographic Information

Output type

Research Output:
Contribution to journal
Article
Peer-review

Original language

English

Pages from-to (Number of pages)

Pages 130-131 (2 pages)

Journal (Volume, Issue Number)

Journal of Performance of Constructed Facilities (Volume 23, Issue 3)

Publication milestones

  • Published - 05/2009

Publication status

Published - 05/2009

ISSN

0887-3828

Publication IDs

  • Scopus: 83055196508