Effect of bedrock acceleration on dynamic and pseudo-static analyses of soil-pile systems
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DOI: 10.1016/j.compgeo.2020.103657
Abstract: Abstract In this study, pseudo-static and dynamic analyses were performed for reasonable earthquake-resistant designs of soil-pile systems. The emphasis was on evaluating the effect of bedrock acceleration on the earthquake-resistant design of soil-pile systems in… read more here.
Keywords: soil pile; pseudo static; acceleration; pile systems ... See more keywords