Liquefaction caused by long-term cyclic loads in loose saturated soil can lead to ground subsidence and superstructure failures. To address this issue, study aimed emulate the liquefaction phenomenon based on a shaking table test while especially focusing behavior mechanism due reliquefaction effect. behaviors were analyzed according conditions when an embankment was located coastal ground. Sil...

To assure seismic isolation performance against design and beyond basis earthquakes in the nuclear facility components, lead inserted small-sized laminated rubber bearings (LRB), which has a 10 kN vertical load, have been designed quasi-statically tested to validate their mechanical properties previous studies. Following this study, shaking tests of these full-scale LRBs are performed discussed...