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 …

There are limited information on how an artificially non-liquefiable soil layer created by
ground improvement beneath shallow foundations can help the reduction of liquefaction …

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 …

The dynamic behaviour of saturated coarse-grained soils has recently received wide
attention because of its impact on the seismic performance of geotechnical and structural …

The paper evaluates the dynamic performance of existing residential houses affected by gas-
extraction-induced earthquakes in an area of low tectonic seismicity where structures have …

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 …

To explore the response characteristics of soil under dynamic loads, cyclic impact tests with
varying axial compressions and impact velocities were conducted using SHPB tests. The …

The paper presents numerical analyses of a pile supported Tension Leg Platform (TLP) wind
turbine, during seismic loading and seabed liquefaction, taking consistently into account the …