The formulation of a sand plasticity model for geotechnical earthquake engineering
applications is presented. The model follows the basic framework of the stress-ratio …

Dynamic soil-structure interaction effective stress analyses are performed to identify key
trends in the settlement of buildings with shallow foundations affected by soil liquefaction …

Abstract The Liquefaction Experiments and Analysis Projects (LEAP) is an international
effort to produce a set of high quality test data and to then use it in a validation exercise of …

The calibration and implementation of a sand plasticity plane-strain model for geotechnical
earthquake engineering applications are presented. The constitutive model, as described by …

This paper presents a numerical approach for deriving seismic fragility curves for a
submarine shield tunnel subjected to transverse ground shaking in interbedded soil …

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 …

Structures with shallow foundations are susceptible to excessive settlement and rotation in
the event of earthquake-induced soil liquefaction. Numerical modelling of the problem …

Despite recent advancements in predicting the response of shallow strip foundations during
earthquake-induced liquefaction, significant modelling–related uncertainties remain, which …

The crucial role of intensity measure (IM) selection in the seismic fragility analysis of gravity
quay walls is demonstrated in this paper. Scalar-and vector-valued fragility functions are …

Numerical simulations of earthquake fault rupture propagation can be used to design
structures to resist damage from induced ground deformations. Several researchers have …