... is ?? ? ? ? ? and ?? ? ?. Figure 8 shows one of the possible failure mecha- nisms corresponding to the characteristic stress solu- tion (although mechanisms are not necessarily unique, the calculated capacity is) for the undrained solution. The solution shown consists of rigid 45° right triangular wedges beneath the footing...

...Proceedings of the 6th International Offshore Site Investigation and Geotechnics Conference: Confronting New Challenges and Sharing Knowledge, 11 13 September 2007, London, UK 279 and strain rate on clay characteristic, as well as soil wedge trapped underneath the spudcan9. On the other hand, pi...