This paper presents the results of soil characterization and element tests of Ottawa F65
sand. The data presented is intended to be used as calibration material for the prediction …

Numerical simulations of centrifuge experiments examining a sheet-pile wall with a
liquefiable backfill are conducted and results are compared against the experimental …

This paper presents a summary of the element test simulations (calibration simulations)
submitted by 11 numerical simulation (prediction) teams that participated in the LEAP-2017 …

The waterfront sheet-pile wall, retaining the saturated backfill, is susceptible to seismic
damage due to the unbalanced forces between the backfill and toefill sides. In light of this …

This study presents the numerical results of a series of laboratory and dynamic centrifuge
tests conducted by the team at Universidad del Norte, as part of the LEAP-2022 project. The …

Advanced constitutive models require several input parameters, some of which represent
intrinsic soil properties and some mathematical fitting parameters. Calibrating these …

Constitutive relations used to describe the stress-strain-strength behavior of soils in cyclic
loading are known to play a critical role on our ability to predict the response of geo …

The accuracy of numerical analyses of boundary value problems of geotechnical structures
relies significantly (but not exclusively) on the use of properly calibrated constitutive models …

This paper summarizes the guidelines provided to the numerical simulation/prediction teams
that participated in the LEAP-2017 prediction exercise. These guidelines are developed for …

Deprem kaynaklı zemin sıvılaşması, aniden gerçekleşmesi ve toptan göçmelere sebep
olabilmesi sebebiyle araştırmacılar tarafından hem deneysel hem de teorik olarak uzun …