64
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
10
Figure 1. Conceptual illustration of
(a)
the response of a conventional and a “rocking-isolation” design of a bridge-pier foundation; and
(b)
the
“capacity” design principle as conventionally applied to foundations, and its reversal in “rocking isolation”.
