Physical modeling is a powerful tool among experimental methods that has been widely
used to simulate the seismic behavior of various earthquake-related geotechnical problems …

Shield tunnels are widely in used urban areas and could be constructed in fully or partially
liquefiable soil deposits and are thus susceptible to damage during earthquake events. In …

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 …

Centrifuge and numerical modeling are developed to investigate the behavior of a
homogeneous embankment constructed on a liquefiable sand ground, which was prepared …

The method of characteristics has been used to develop a rigorous solution for the
evaluation of seismic bearing capacity of shallow foundations resting on homogenous fully …

The impact of a seismic shaking is likely to cause differential responses of shaft-tunnel
junction due to its structural irregularities. Meanwhile, in a liquefiable ground, the distinctions …

The environmental vibration caused by train induced vibration loads has received
considerable research attention. However, the dynamic response characteristics of tunnels …

Recent advancements in geotechnical physical modeling have enabled visualization and
analysis of deformation mechanisms in soil sections through the integration of Particle …

Liquefaction-induced settlement of shallow foundations is the result of bearing capacity
failure in undrained conditions and sedimentary settlement during the post-liquefaction …

The increase in population demands new cities and buildings which can be affected by
natural disasters like earthquakes. Researchers try to evaluate the earthquake's influences …