Abstract: Abstract This study examines the fragility response of an earthen embankment supported on a liquefiable deposit subjected to pulse and nonpulse ground motions. Fragility curves are developed based on two key parameters, ...

Abstract: AbstractThis study explores the efficacy of an alternate stability criterion to investigate the critical stability of purely cohesive soil (ϕ=0°) slopes under seismic excitation. By superseding the traditional stability ...