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 language | English |
|---|---|
| Article number | 06018013 |
| Journal | International Journal of Geomechanics |
| Volume | 18 |
| Issue number | 7 |
| DOIs | |
| Publication status | Published - 1 Jul 2018 |
| Externally published | Yes |
Bibliographical note
Publisher Copyright:© 2018 American Society of Civil Engineers.
Keywords
- Critical failure mode
- Earthquake
- Graphical method
- Limit-state analysis
- Safety factor