Liquefaction-induced reconsolidation settlements occur as excess pore pressures
generated during shaking dissipate and can lead to significant damage to overlying …

Earthquakes cause liquefaction, which disturbs the design phase during the building
construction process. The potential of earthquake-induced liquefaction was estimated …

This paper outlines the findings derived from a study conducted within the LEAP-2022
project, focusing on analyzing the seismic response of a sheet-pile retaining structure that …

Liquefaction‐induced lateral spread is a kind of ground deformation caused by soil
liquefaction, which is a danger to houses, roads and other infrastructures. In order to …

This study characterizes the effect on different engineering demand parameters owing to
lateral spreading caused by liquefaction. 1 g large-scale shaking table experiments were …

Liquefaction-induced ground settlement is a complex process resulting from the combined
effects of particle sedimentation and soil reconsolidation due to post-shaking dissipation of …

The Bayesian network (BN) method has been successfully applied to evaluate earthquake
liquefaction‐induced settlement of free‐field ground in recent years due to several specific …

Traditional deterministic approaches for estimating liquefaction-induced settlement (LIS) do
not account for uncertainties associated with earthquake loading and soil spatial variability …

This paper looks at the risks of liquefaction and microzonation in the port area of Bengkulu
City after a major earthquake. The study began by collecting existing data on shear wave …

Liquefaction-induced ground settlement is a complex process resulting from the combined
effect of particle sedimentation and soil reconsolidation due to post-shaking dissipation of …