New perspective on seismic slope stability analysis

Changbing Qin*, Siau Chen Chian

*Corresponding author for this work

Research output: Contribution to journalJournal Articlepeer-review

26 Citations (Scopus)

Abstract

This article proposes a graphical method associated with the g line to evaluate seismic slope stability. The g line depicts the combinations of c/γH and tanw that are necessary to maintain slope stability at the critical limit state. Correlations of c/γH and tanw are established based on the work-rate balance equation. Under a kinematic analysis, the pseudostatic upper-bound solution of c/γH is sought with an optimization procedure. After having determined the g line, the factor of safety for a specific slope can be easily estimated without the need for iterative calculations. For ease of practical use, a set of stability charts is presented. This approach also permits determination of the critical failure mode, including toe or below the toe.

Original languageEnglish
Article number06018013
JournalInternational Journal of Geomechanics
Volume18
Issue number7
DOIs
Publication statusPublished - 1 Jul 2018
Externally publishedYes

Bibliographical note

Publisher Copyright:
© 2018 American Society of Civil Engineers.

Keywords

  • Critical failure mode
  • Earthquake
  • Graphical method
  • Limit-state analysis
  • Safety factor

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