George Anoyatis

Experimental Assessment of Seismic Pile-Soil Interaction

Physical modeling has long been established as a powerful tool for studying seismic pile-soil-superstructure interaction. This chapter presents a series of 1-g shaking table tests aiming at clarifying fundamental aspects of kinematic and inertial interaction effects on pile-supported systems. Pile models in layered sand deposits were built in the laboratory and subjected to a wide set of earthquake motions. The piles were densely instrumented with accelerometers and strain gauges; therefore, earthquake response, including bending strains along their length, could be measured directly. Certain broad conclusions on kinematic and inertial SSI effects on this type of systems are drawn.

Corrigendum to "Kinematic response of single piles for different boundary conditions

Corrigendum to ‘‘Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes’’ [Soil Dynam. Earthquake Eng. 44 (2013) 183–195] George Anoyatis , Raffaele Di Laora , Alessandro Mandolini , George Mylonakis a,n a Department of Civil Engineering, University of Patras, 26500 Rio, Patras, Greece b Department of Civil Engineering, Second University of Naples, Aversa (CE), Italy

Corrigendum to “Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes”

Corrigendum to ‘‘Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes’’ [Soil Dynam. Earthquake Eng. 44 (2013) 183–195] George Anoyatis , Raffaele Di Laora , Alessandro Mandolini , George Mylonakis a,n a Department of Civil Engineering, University of Patras, 26500 Rio, Patras, Greece b Department of Civil Engineering, Second University of Naples, Aversa (CE), Italy

Corrigendum to “Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes”: [Soil Dynam. Earthquake Eng. 44 (2013) 183–195]

Corrigendum to ‘‘Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes’’ [Soil Dynam. Earthquake Eng. 44 (2013) 183–195] George Anoyatis , Raffaele Di Laora , Alessandro Mandolini , George Mylonakis a,n a Department of Civil Engineering, University of Patras, 26500 Rio, Patras, Greece b Department of Civil Engineering, Second University of Naples, Aversa (CE), Italy