English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

Effective stress analyses are conducted aiming to provide Class A predictions for a seismic centrifuge test of a multi-block gravity quay-wall. Two different codes are used: i) the finite difference code FLAC 2D (coupled effectivestress analysis) and ii) the finite element code, PLAXIS 2D (undrained effective-stress analysis). Two versions of the original UBCSAND constitutive model, implemented in each code, are used after meticulous calibration in order to reproduce equivalent liquefaction resistance curves. Apart from predicting the experimental response, the study aims at performing a comparison between the two codes widely-used in practice. Panagiota Tasiopoulou, Nikos Gerolymos and George Gazetas

CLASS A PREDICTION FOR SEISMIC CENTRIFUGE MODELING OF MULTI-BLOCK QUAY-WALL: UNDRAINED (PLAXIS) VERSUS COUPLED (FLAC) EFFECTIVE STRESS ANALYSIS