000013419 001__ 13419
000013419 005__ 20161114164234.0
000013419 04107 $$aeng
000013419 046__ $$k2011-05-25
000013419 100__ $$aManzari, M.
000013419 24500 $$aOn Analysis of Liquefaction-Induced Displacement in a Caisson Quay Wall

000013419 24630 $$n3.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013419 260__ $$bNational Technical University of Athens, 2011
000013419 506__ $$arestricted
000013419 520__ $$2eng$$aA series of finite element analyses have been conducted to assess the capability of en open source finite element code in dynamic analysis of a caisson quay wall with liquefiable backfill and foundation soils. A typical quay wall of Rokko island that suffered large displacements and rotations during the 1995 Earthquake in Kobe was considered as a case study. The nonlinear fully-coupled finite element analyses led to the following observations. Earthquake-induced excess pore water pressures have caused significant stiffness degradation in the backfill and foundation soil. This is a likely cause of large lateral displacements and settlements of the caisson wall and the backfill soil. Vertical displacements of the wall and the backfill soil were under-predicted by the finite element simulations. However the numerical simulations produced correct displacement modes, and the order of magnitude of lateral displacement was also correctly simulated.

000013419 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013419 653__ $$aCaisson, Earthquake, Elastoplasticity, Displacement, Finite Element, Liquefaction, Quay Wall.

000013419 7112_ $$aCOMPDYN 2011 - 3rd International Thematic Conference$$cIsland of Corfu (GR)$$d2011-05-25 / 2011-05-28$$gCOMPDYN2011
000013419 720__ $$aManzari, M.$$iYonten, K.$$iGhoraiby M., El$$iBeyzaei, Ch.
000013419 8560_ $$ffischerc@itam.cas.cz
000013419 8564_ $$s334858$$uhttps://invenio.itam.cas.cz/record/13419/files/082.pdf$$yOriginal version of the author's contribution as presented on CD, section: MS 10 Dynamic Soil-Structure Interaction.
000013419 962__ $$r13401
000013419 980__ $$aPAPER