The seismic performance of an LNG tank on liquefiable soil improved with stone columns is
assessed through 3D effective stress time history analyses. The numerical methodology …

Accurate prediction of the liquefaction-induced settlement (S _ lc S lc) is an essential
requirement for a good design of buildings resting on liquefiable ground and subjected to …

Seismic settlement of shallow foundations constructed in seismic active areas should be
considered for a reasonable estimation of the total settlement. However, the trend of the …

Blind numerical simulations of seven centrifuge tests with “identical” models of a sheet-pile
wall supporting medium dense liquefiable backfill and subjected to seismic excitation were …

The seismic response of buildings resting on liquefiable soil is a complex problem that is still
poorly understood despite numerous studies on the topic. This paper attempts to enhance …

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 …

The purpose of this work is to determine, catalogue, and quantify failures appearing in
ceramic brick partition walls after the delivery of buildings, based on claims filed by users …

The paper presents the results of 3D coupled cyclic time history numerical analyses of a
monopile supporting a 12 MW Offshore Wind Turbine, installed in dense cohesionless soils …

Engineers often estimate the amount of liquefaction-induced building settlements (LIBS) as
a performance proxy to assess the potential of earthquake-induced damage to buildings …

This paper presents results from geotechnical centrifuge tests performed at the Japanese
Institute of Occupational Safety and Health (JNIOSH) in Tokyo, Japan. A range of shallow …