... Abstract: In Japan, a slip safety factor based on an equivalent linear analysis is conventionally used to evaluate the stability of rock foundations under critical facilities in terms of the sliding motion during an earthquake. In this study, dynamic centrifugal model tests were performed...

... Abstract: This study verified a slip safety factor evaluation method, as developed subsequent to equivalent linear analysis, for the existing rock slope subject to earthquake ground motion records of the 2011 Tohoku earthquake off the Pacific coast of Japan. Results demonstrated that, although...

... of the ground around the piles, we checked the slip safety ratio of the ground surrounding the piles and determined the setting of the piles so as to secure an allowable safety factor of 1.2. reservoir characterization displacement slip safety factor model slope seismic stability evaluation...