000011805 001__ 11805
000011805 005__ 20141205155948.0
000011805 04107 $$aeng
000011805 046__ $$k2008-10-12
000011805 100__ $$aTakahashi, Hiroyuki
000011805 24500 $$aAn Experimental Study on External Forces on Pile Group from Flowing Liquefied Soil

000011805 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011805 260__ $$b
000011805 506__ $$arestricted
000011805 520__ $$2eng$$aThe purpose of this study is to investigate the fundamental characteristics of the external forces on pile group from the flowing liquefied soil with shaking table tests under 30 G centrifuge condition, where a model of pile group was installed in flowing liquefied soil, were carried out. The pile group consists of 9 model piles. The following result was obtained from the experimental study. In the case when the model ground was not liquefied or partially liquefied, elastic force related with displacement of the ground is dominant, while in the case when the ground is perfectly liquefied, the viscous force related with the flow velocity of the ground is dominant. The viscous force is much larger than the elastic force.

000011805 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011805 653__ $$aliquefaction, liquefaction-induced large ground displacement, pile group, external force, experimental test

000011805 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011805 720__ $$aTakahashi, Hiroyuki$$iJang, Jiho$$iHiguchi, Shunichi$$iHamada, Masanori
000011805 8560_ $$ffischerc@itam.cas.cz
000011805 8564_ $$s387744$$uhttps://invenio.itam.cas.cz/record/11805/files/12-03-0088.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-03-0088.
000011805 962__ $$r9324
000011805 980__ $$aPAPER