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Innovative Infrastructure Solutions · 2025 · Vol. 10 · Issue 5 · Springer
Soil profiles often exhibit both liquefiable and non-liquefiable layers; the impact of a confined liquefiable layer on seismic response remains a subject of ongoing research. This study investigates the influence of liquefaction on the seismic response of a free-field soil profile subjected to various earthquake excitations. The profile comprises liquefiable sand layers with different relative densities (35%, 55%, and 75%) con...