Abstract Bridges are one of the most critical parts of transportation networks that may suffer damages against earthquakes. Also, seismic responses of most bridges are significantly influenced by soil
In this test, the soil culvert interaction was investegated under static and seismic loads. The static loads were comes from the weight of the soil as case A and surface strip foundation of 50 kPa rig
TABLE S1: Summary of tests performed in the UGDSBPS at the UniRi with test labels, measured initial characteristics of tested specimens and definition of applied test conditions TABLE S2: Test conditi
