Landslides are serious geohazards that occur under a variety of climatic conditions and can
cause many casualties and significant economic losses. Centrifuge modelling, as a …

Seismic intensity measures (IMs) perform a pivotal role in probabilistic seismic demand
modeling. Many studies investigated appropriate IMs for structures without considering soil …

Seismically induced settlement of buildings with shallow foundations on liquefiable soils has
resulted in significant damage in recent earthquakes. Engineers still largely estimate seismic …

This paper proposes a holistic framework for seismic analysis of extended pile-shaft-
supported bridges experiencing different extents of liquefaction and lateral spreading. To …

Eight dynamic model tests were performed on a 9 m radius centrifuge to study the behavior
of single piles and pile groups in liquefiable and laterally spreading ground. Pile diameters …

Liquefaction or cyclic softening from earthquake shaking have caused significant damage of
buildings with shallow foundations. In recent earthquakes, buildings have punched into …

Reliable prediction of seismic responses of bridges against lateral spreading is critical for
fragility and resilience assessment of transportation infrastructure. This problem, however …

Most studies on liquefaction have addressed homogeneous soil strata using sand or sand
with fine content without considering soil stratification. In this study, cyclic triaxial tests were …

Some large capacity offshore wind turbines are constructed in seismically active areas. The
occurrence of soil liquefaction during an earthquake can result in severe failures of the …

Recent seismic events indicate that the simplified liquefaction-evaluation procedures are
incapable of depicting general trends in liquefaction damage for stratified sands interlayered …