This paper presents a predictive model for the settlement of shallow-founded structures on
liquefiable ground during earthquakes. The model is based on the results of an extensive …

Shallow embankment slopes are commonly used to support elements of transport
infrastructure in seismic regions. In this paper, the seismic performance of such slopes in …

Buildings with shallow foundation are vulnerable to liquefaction-induced settlement during
an earthquake. Accurate settlement evaluation is an important step in earthquake damage …

In urban environments, structures are often built in close proximity to each other. Seismic
coupling and structure-soil-structure interaction (SSSI) are known to affect system …

Current practice in seismic design often assumes free-field conditions for the estimation of
liquefaction-induced building settlement. This is inaccurate, as a structure places additional …

Earthquake-induced liquefaction of soils frequently causes serious damage to structures
with shallow foundations. Reducing the degree of saturation of liquefiable soils by air …

Structures with shallow foundations resting on liquefiable layers can suffer excessive
settlement in the event of an earthquake. The state of practice often estimates the settlement …

This paper presents probabilistic models for predicting the residual and peak transient tilt of
mat-founded structures on liquefiable ground. First, the study presents a completely …

Modelling earthquake-induced soil liquefaction and assessing its consequences to
overlying buildings are still delicate and challenging tasks in geotechnical earthquake …

This paper studies the effect of structure–soil–structure interaction (SSSI) on the seismic
response of neighboring structures with shallow foundations on liquefiable sand. The …