000011860 001__ 11860
000011860 005__ 20141205155954.0
000011860 04107 $$aeng
000011860 046__ $$k2008-10-12
000011860 100__ $$aTazoh, Takashi
000011860 24500 $$aCentrifuge Tests on Pile Foundation-Structure Systems Affected by Liquefaction-Induced Soil Flow after Quay Wall Failure

000011860 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011860 260__ $$b
000011860 506__ $$arestricted
000011860 520__ $$2eng$$aThe paper investigates experimentally the behavior of a structure-footing-four piles system under the action of seismic shaking causing liquefaction of a critical soil layer and subsequent soil flow towards a laterally displacing quay-wall. A series of innovative centrifuge tests explore in parametric fashion the role of this pile foundation in the response of the system. The response is recorded in 38 channels providing time histories of acceleration, displacement, excess pore water pressure, pile axial and bending strains, and earth pressure. The results provide significant quantitative information and qualitative insight on the behavior of this realistically complex soil-foundation-structure system.

000011860 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011860 653__ $$aCentrifuge test, Soil liquefaction, Liquefaction-induced soil flow, Quay wall, Pile foundation

000011860 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011860 720__ $$aTazoh, Takashi$$iSato, Masayoshi$$iJang, Jiho$$iGazetas, George
000011860 8560_ $$ffischerc@itam.cas.cz
000011860 8564_ $$s685232$$uhttps://invenio.itam.cas.cz/record/11860/files/04-02-0013.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-02-0013.
000011860 962__ $$r9324
000011860 980__ $$aPAPER