The present appendix contains the derivation of ten different limit state equations divided on three different failure modes. Five of the limit state equations can be used independently of the characteristics of the subsoil, whereas the remaining five can be used for either drained or undrained subsoils. The presumed geotechnical conditions appear from the illustrations.
|Title of host publication||MAST III / PROVERBS : Probabilistic Design Tools for Vertical Breakwaters: FINAL REPORT: VOLUME IIb GEOTECHNICAL ASPECTS|
|Number of pages||26|
|Publisher||Technical University of Braunschweig|
|Publication status||Published - 1999|
- Failure Modes
- Geotechnical Conditions
- MAST III
Jakobsen, K. P., Burcharth, H. F., Ibsen, L. B., & Sørensen, J. D. (1999). Failure Modes: Limit State Equations for Stability. In MAST III / PROVERBS: Probabilistic Design Tools for Vertical Breakwaters: FINAL REPORT: VOLUME IIb GEOTECHNICAL ASPECTS (Vol. 2b). Technical University of Braunschweig.