Underground structures are susceptible to float and move upward during earthquakes when
located in a liquefiable soil deposit. There are examples of this phenomenon in past major …

The significant damage observed during recent earthquakes resulting from liquefaction of
shallow saturated soil deposits beneath structures has illustrated the need for further …

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

Offshore wind turbines (OWTs) supported by monopiles can be vulnerable to scour and
liquefaction triggered by waves and earthquakes. However, the combined effects of scour …

The tunnels located in the shallow depths of loose saturated sand are significantly prone to
liquefaction-induced uplift. Research works are, therefore, in progress to propose efficient …

A key consideration in physical modeling of seismic problems in geotechnical engineering is
the impact of the model container boundaries on the soil layer response. The container …

Pile-supported wharves in liquefiable soils are prone to severe damage during earthquakes.
This study employs seismic isolation techniques to adapt for wharf construction, evaluating …

Static liquefaction can make the loess unstable when the shear stress subjected to a
monotonic loading exceeds the undrained peak shear strength of undisturbed saturated …

Liquefaction of foundation soil causes significant damage to infrastructures. The sand
compaction pile (SCP) method is a countermeasure against liquefaction to densify the …

This article develops seismic capacity models for earth dams and demonstrates how the
proposed seismic capacity models may be used to develop seismic fragility curves that …