An increasing number of offshore wind farms are being constructed in seismic regions over
liquefaction susceptible soils. This paper presents a methodology for the analysis and …

The resilience-informed assessment for coastal highway bridges exposed to multiple
hazards plays a crucial role in the decision-making process for their operation, maintenance …

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 …

Scour of pile group foundations is a common hazard for cross-river bridges and can produce
considerable damage to piles in earthquake-prone regions. The fragility-based performance …

Characterizing the effect of varying model parameters on the seismic performance of bridges
is a desirable assistance to retrofits of existing bridges and designs of new bridges …

Scour can increase the earthquake-induced damage in pile group foundations. Quantifying
the parameter sensitivity of the seismic performance for scoured pile group foundations is …

The seismic resonance behavior of soil-pile-structure systems (SPSS) with scour effects is a
complex problem due to the interaction of soil, pile foundation, and structure. This study …

Pile foundations are the most common form of deep foundations that are used both onshore
and offshore to transfer large superstructural loads into competent soil strata. This book …

Many natural and man-made slopes are planted with vegetation, and it is known that this
can increase the stability of slopes under static conditions. There is anecdotal evidence that …