Abstract
Accommodating performance-based seismic design in offshore foundations can allow for substantial reductions in foundation depth, and consequently major cost savings.To validate the seismic performance of a suction caisson-type manifold foundation that was significantly smaller than the conventional design, dynamic centrifuge testing was performed. Two caissons of different depths were installed in normally consolidated clay and subjected to a series of earthquake vibrations. Strength limitations in the clay caused a smaller response in the shallower foundation. The tested design remained within its design limits and was therefore verified.
| Original language | English |
|---|---|
| Title of host publication | Physical modelling in geotechnics |
| Subtitle of host publication | proceedings of the Sixth International Conference on Physical Modelling in Geotechnics--6th ICPMG'06, Hong Kong, 4-6 August 2006 |
| Editors | C.W.W. Ng, L.M. Zhang, Y.H. Wang |
| Pages | 625-630 |
| Number of pages | 6 |
| Volume | 1-2 |
| Publication status | Published - 1 Jan 2006 |
| Event | 6th International Conference on Physical Modelling in Geotechnics - Hong Kong, China Duration: 4 Aug 2006 → 6 Aug 2006 http://ihome.ust.hk/~gcf/ICPMG2006/ |
Publication series
| Name | Balkema-proceedings and monographs in engineering, water and earth sciences |
|---|---|
| Publisher | Taylor & Francis |
Conference
| Conference | 6th International Conference on Physical Modelling in Geotechnics |
|---|---|
| Country/Territory | China |
| City | Hong Kong |
| Period | 4/08/06 → 6/08/06 |
| Internet address |
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