Modern seismic codes dictate that the use of shallow foundations on liquefiable soils may be
considered only after appropriate ground improvement. No further instructions are given …

Evidence from field case studies, as well as from experimental and theoretical research,
suggest that the detrimental effects of seismic liquefaction on the performance of surface …

The majority of published research on the performance-based design of shallow foundations
on liquefiable soil focuses on seismic settlement accumulation by neglecting soil-structure …

A simplified methodology is presented for the computation of elastic response spectra at
liquefiable sites, based on the widely used equivalent linear site response analysis method …

The common design practice for the foundation of heavy structures, such as bridge piers, in
liquefaction prone areas is to use piles in order to transfer the foundation loads to deeper …