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Publications by [Parra E.]

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<p>Recent records of seismic site response have documented a salient liquefaction-induced cyclic shear-deformation mechanism. During liquefaction, these ground acceleration records have suggested a possible strong influence of soil-skeleton dilation at large ...
Reference: International Conference on Case Histories in Geotechnical Engineering. 10.
A computational model for dynamically induced liquefaction is calibrated by centrifuge model tests. The model is a time domain code based on a nonlinear coupled solid-fluid formulation. Special attention is dedicated to the concept of cyclic mobility during ...
Reference: Paper No. 372. Eleventh World Conference on Earthquake Enginering