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This document summarizes a study that used physical and numerical modeling to investigate the effects of soil layering on seismic soil-structure interaction. Centrifuge tests were conducted on two layered clay soil profiles under earthquake-like shaking. The tests showed that foundation input motion was significantly amplified, especially for weak motions, and that soil layering had a significant effect on modifying the input motion. A numerical model was developed and found to match the centrifuge test res

Author

rolohe

Language

EN