Abstract
The article outlines the main findings and conclusions of the QUAKER research project and other related studies on the behaviour of foundations built on top of a rupturing dip-slip fault. Although emphasis is placed on normal faults, the derived conclusions are valid for reverse faults, as well. A key conclusion is that it is quite feasible to design a foundation to withstand an underneath rupturing fault. Practical design recommendations suitable for developing future Code requirements on the subject, are developed on the basis of the presented conclusions.
| Original language | English |
|---|---|
| Pages (from-to) | 677-687 |
| Number of pages | 11 |
| Journal | Bulletin of Earthquake Engineering |
| Volume | 6 |
| Issue number | 4 |
| DOIs | |
| Publication status | Published - 2008 |
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