The focus of the present study is upon the influence of liquefaction on the dynamic impedance (stiffness and damping) of rigid square footings resting on liquefiable soil [...]

Recent experimental and theoretical studies suggest that deep foundations may be avoided in a liquefaction regime, in the presence of a non-liquefiable layer on top of th [...]

Although less “widespread” than seismic wave propagation effects, earthquake-related permanent ground displacements (fault rupture, slope failure) pose a higher threa [...]

To simulate ground and foundation performance under severe seismic shaking and liquefaction, an advanced plasticity model developed for monotonic and cyclic loading of no [...]