... response was calculated using the EPS method proposed by Aydan & Ohta (2011), which is an integration technique for obtaining ground motions in consideration of device operation features, fault rupture duration and arrival time difference of the P- and S-waves. From these results, the residual displacement...

...-based buffer would have some shear failure with small residual displacement after the earthquake. Even such failure, its influence on the permeability of the buffer was negligible because the increase of the permeability coefficient of the buffer was estimated to be small. 1 INTRODUCTION Among...

... to a dynamic centrifugal model test of a rock foundation was evaluated. The amounts of residual displacements of the analysis results were comparatively close to the model test results although the vibration step, which begins after the occurrence of residual displacements, was slightly faster than...

... linear analysis proved to have a certain margin in the evaluation of the slip safety factor. However, the slip surface with the minimum slip safety factor did not coincide with the actual collapse range. On the other hand, time-history nonlinear analyses were able to reproduce the residual displacement...