ABSTRACT
Pseudo-static approach has been conventionally applied for the design of gravity type quay walls. In this method, the decision to select an appropriate seismic coefficient (k h ) is an important one, since k h is a key variable for computing an equivalent pseudo-static inertia force. Nonetheless, there is no unified standard for definition of k h . In Korea, there are conflicts between seismic design code and seismic performance evaluation code of port structures regarding the reference point of peak ground acceleration (PGA) used in determination of k h according to the wall height. In this research, three dynamic centrifuge tests were performed for gravity walls of different heights (5 m, 10 m, 15 m) to clarify the reference point of PGA used in determination of k h according to the wall height. The tests were carried out on reduced-scale models of gravity quay walls designed (k h = 0.13) in dry cohesionless sand. Results from dynamic centrifuge experiments showed that in cases of 5 m and 10 m wall, the design k h (0.13) value is similar with half of PGA from the base of the wall. On the other hand, in case of 15 m wall, the design k h value is comparable with half of PGA from the surface of backfill soil.
