The load–deformation relationship under the footing is essential for foundation design. Shallow foundations are subjected to changes in hydrological conditions such as rainfall and drought, affecting their saturation level conditions. actual load–settlement response design reconstructions determined experimentally, numerically, or utilizing both approaches. Ssettlement computation performed thr...

In the event of earthquake-induced liquefaction, structures with shallow foundations can suffer excessive settlement and rotation. this paper, rotational response resting on liquefiable layers thickness equal to or smaller than width foundation is examined through a series dynamic centrifuge experiments. Moment–rotation backbone curves are extracted corresponding evolution rocking stiffness inc...